masonry bridge

The initial arches were constructed using horizontal stones arranged in an overlapping configuration, a technique referred to as "corbelling." In Abydos, within the palace of Ozymandias, whose reign dates back approximately 2,500 years BCE, a vault of this type was discovered.{{Harvsp|Degrand|Resal|1887|p=18}} A similar construction can be observed in Thebes, within the temple of Amun-Ra.{{Harvsp|Degrand|Resal|1887|p=19}} Nevertheless, this type's most notable ancient vault is arguably the Treasury of Atreus,{{Harvsp|Degrand|Resal|1887|p=21}} an imposing tholos tomb in Mycenae, Greece, constructed circa 1250 BCE. The structure is a semi-subterranean chamber with a circular plan and an ogival section roof. With an interior height of 13.5 meters and a diameter of 14.5 meters,{{Cite web |title=Trésor d'Atrée |url=https://structurae.info/structures/data/index.cfm?ID=s0003185 |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Ffr.structurae.de%2Fstructures%2Fdata%2Findex.cfm%3FID%3Ds0003185#federation=archive.wikiwix.com&tab=url |archive-date=April 23, 2023 |language=fr}} it was the largest and widest dome in the world for over a millennium, until the construction of the Baths of Mercury at Baiae and the Pantheon in Rome.

File:Pont mycénien de Kazarma 2.jpg

Three bridges remain in Argolis, in the Peloponnese, including the Mycenaean bridge of Kazarma. It was constructed using the corbelling technique, a method characterized by the rough stacking of stones.{{Cite book |last=Chisholm |first=Hugh |title=Encyclopædia Britannica |date=1911 |publisher=Cambridge University Press |edition=11th |volume=7 |pages=136 |chapter=Corbel}}

These bridges were probably constructed around 1300 BCE, during the Mycenaean period (Bronze Age), specifically during the Helladic IIIb phase (about 1340/1200 BCE). They were erected to facilitate transportation along the route connecting the prominent Mycenaean settlements of Mycenae, Argos, and Tiryns to the port of Palea Epidavros.

File:Volterra Porta All' Arco.jpg

The use of converging joint arches, which are joints that are perpendicular to the intrados surface, is a characteristic feature of masonry bridges. These arches can already be observed in various monuments of ancient Egypt. In Nubia, one of the pyramids of Meroë contains a true semi-circular arch constructed with regularly arranged voussoirs.{{Harvsp|Degrand|Resal|1887|p=24}} At Gebel Barkal, two porticoes leading to pyramids are covered, one by a pointed arch and the other by a semi-circular arch. Both are constructed with voussoirs featuring converging joints. Additionally, an elliptical barrel vault, crafted from bricks, can be observed in the tomb of Amenhotep I. This architectural feature dates back to approximately 1,800 BCE.

In more recent times one may observe the employment of this architectural construction principle of an arch in the Etruscan walls of the city of Volterra, which dates from the 3rd or 2nd century BCE.

It was the Romans who revived, perfected, and disseminated the arch technique throughout Europe for the construction of bridges. The vast extent of the Roman Empire necessitated the construction of reliable roadways that could be used throughout the year and were constructed with more substantial materials than those used for simple wooden bridges.{{Harvsp|Sassi Perino|Faraggiana|2004|p=16}}

File:Tiber with the Ponte Rotto and the Aventine Hill 1690.jpg's 1690 depiction of the Æmilius Bridge and the Aventine.]]

It is widely accepted that the oldest known vaulted Roman structure is the Cloaca Maxima, a sewer constructed under the rule of Tarquinius Priscus around 600 BCE.{{Harvsp|Degrand|Resal|1887|p=26}}

Roman bridges are characterized by their robust construction and the use of semi-circular arches, which are arches with a circular arc that rest on thick piers with a width approximately half the span of the arch.{{Harvsp|SETRA|1982||p=5}}

File:Ponte Milvio-side view-antmoose.jpg over the Tiber in Rome.]]

The Aemilius Bridge, now designated Ponte Rotto, is the oldest extant stone bridge in Rome.{{Cite web |title=Historique et reconstitution virtuelle du pont Æmilius sur le site de la maquette du plan de Rome de Paul Bigot |url=https://rome.unicaen.fr/?fichier=visite_pont_aemilius |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fwww.unicaen.fr%2Fcireve%2Frome%2Fpdr_maquette.php%3Ffichier%3Dvisite_pont_aemilius#federation=archive.wikiwix.com&tab=url |archive-date=December 23, 2015 |website=Université de Caen |language=fr}} The bridge was constructed by Marcus Aemilius Lepidus in 179 BCE and underwent numerous restorations, the most recent of which was conducted by Pope Gregory XIII in 1575.{{Cite book |last=Gauthey |first=Emiland |title=Traité de la construction des ponts |date=1843 |publisher=Leduc |location=Liège |pages=26 |language=fr}} It features semi-circular arches with an opening of 24.40 meters and prominent archivolts, supported by thick piers measuring 8 meters in width. Between these piers, niches rise to the tympanum, flanked by columns with capitals.{{Harvsp|Degrand|Resal|1887|p=29}} Currently, only a single arch remains intact.

One of the most ancient structures in Roman roadways is the Milvian Bridge,{{Cite web |title=Pont Milvius |url=https://structurae.net/fr/ouvrages/pont-milvius |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Ffr.structurae.de%2Fstructures%2Fdata%2Findex.cfm%3FID%3Ds0001260#federation=archive.wikiwix.com&tab=url |archive-date=February 17, 2011 |access-date=November 10, 2010 |website=Structurae |language=fr}} constructed over the Tiber by the consul Marcus Aemilius Scaurus in 115 BCE. Situated approximately three kilometers from Rome, where the Via Flaminia and the Via Cassia converge to traverse the river, the Milvian Bridge served as the obligatory gateway for those arriving from the north. Given its advantageous location, the Milvian Bridge became a focal point for numerous conflicts. In 312 CE, it was here that Emperor Constantine emerged triumphant over his rival Maxentius in the renowned Battle of the Milvian Bridge.{{Cite book |last=O’Connor |first=Colin |title=Roman Bridges |date=1993 |publisher=Roman Bridges |isbn=0-521-39326-4 |location=Cambridge |language=}}

File:Pont romain-Pont st Martin.jpg.]]

A considerable number of bridges were constructed in the Italian provinces, each exhibiting distinctive characteristics. Among these bridges is the Pont-Saint-Martin bridge, constructed over the Lys between 70 and 40 BCE at the entrance to the Aosta Valley. The single arch of the bridge has a span of 31.4 meters and a rise of 11.42 meters, which was unusually flat for the time. The structure features two different masonry techniques: the lower part is made of gneiss blocks, dry-laid, while the upper part is a superposition of layers made of gneiss flakes and lime, interspersed with bands of stone.{{Harvsp|Sassi Perino|Faraggiana|2004|p=18}}{{Harvsp|Prade|1990|p=305|pages=}}

The Fabricius Bridge, constructed in 62 BCE by the road commissioner Lucius Fabricius, is the sole surviving ancient Roman bridge in Rome that has remained in its original state. It spans the Tiber River, connecting Tiber Island to the Campus Martius shore, situated close to the Theater of Marcellus and the Forum Boarium.{{Cite web |title=Ponte Fabricio |url=http://www.romasegreta.it/ponte_fabricio.html |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http://www.romasegreta.it/ponte_fabricio.html#federation=archive.wikiwix.com&tab=url |archive-date=November 29, 1998 |access-date=November 19, 2010 |website=romasegreta.it |language=it}}{{Harvsp|Prade|1990|p=306|pages=}}

Another ancient Roman bridge is the Saint Angelo Bridge, which connects the two banks of the Tiber opposite the Castel Sant'Angelo. Construction of the bridge commenced in 134 CE under the reign of Emperor Hadrian, who subsequently bestowed upon it the name Pons Aelius.{{Cite book |last=Birley |first=Anthony R |title=Hadrien the Restless Empreror |date=2004 |publisher=Routledge |pages=283 |language=fr}}{{Cite web |title=Ponte S. Angelo |url=https://www.romasegreta.it/ponte_sangelo.html |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http://www.romasegreta.it/ponte_sangelo.html#federation=archive.wikiwix.com&tab=url |archive-date=November 29, 1998 |access-date=November 19, 2010 |website=romasegreta.it |language=it}}{{Harvsp|Prade|1990|p=307|pages=}}

File:Limyra Bridge Arch.svg in Turkey.]]

Spain and Portugal are home to some impressive Roman bridges, the majority of which were constructed during the Augustan period.{{Harvsp|Prade|1990|p=193|pages=}} The Roman bridge of Mérida in Extremadura, comprising 60 arches that traverse the Guadiana River, has a length of 792 meters.{{Harvsp|Prade|1990|p=194|pages=}} The Alcántara Bridge,{{Cite web |title=Pont d'Alcántara |url=http://fr.structurae.de/structures/data/index.cfm?ID=s0000521 |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Ffr.structurae.de%2Fstructures%2Fdata%2Findex.cfm%3FID%3Ds0000521#federation=archive.wikiwix.com&tab=url |archive-date=August 6, 2022 |access-date=November 10, 2010 |website=fr.structurae.de Structurae |language=fr}} constructed over the Tagus between 103 and 104 CE,{{Cite book |last=Whitney |first=Charles S |url=https://books.google.com/books?id=ryW-Qo3Hr3sC |title=Bridges of the World : Their Design and Construction |date=1929 |publisher=Dover Publications |isbn=0-486-42995-4 |location=Mineola, New York |pages=75–79 |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.com%2Fbooks%3Fid%3DryW-Qo3Hr3sC%26printsec%3Dfrontcover#federation=archive.wikiwix.com&tab=url |archive-date=July 12, 2022}} features six semi-circular arches with openings ranging from 30.8 to 43.6 meters. These arches are supported by piers that are approximately 9 meters thick. Some of the piers are situated in the river itself and rise to a height of approximately 40 meters above their foundations. The bridge's aesthetic appeal is derived from its imposing dimensions, the simplicity of its structural forms, and its solid appearance.{{Harvsp|Prade|1990|p=198|pages=}}

File:Tarragona.Pont del diable aqüeducte.jpg.]]

Two noteworthy aqueduct bridges from this period are the Segovia Aqueduct, constructed between 98 and 117 CE under the direction of Trajan, and the Aqueduct of Tarragona. The Segovia Aqueduct is 813 meters in length and features 128 arches,{{Harvsp|Prade|1990|p=196|pages=}} while the Aqueduct of Tarragona spans the Francolí Valley and is 217 meters in length.

In the 3rd century, segmental arch bridges, or flat arch bridges, emerged. One of the earliest examples of this type of bridge is the Limyra Bridge,{{Cite web |title=Pont près de Limyra |url=https://structurae.net/fr/ouvrages/pont-pres-de-limyra |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Ffr.structurae.de%2Fstructures%2Fdata%2Findex.cfm%3FID%3Ds0038552#federation=archive.wikiwix.com&tab=url |archive-date=December 12, 2022 |access-date=November 10, 2010 |website=fr.structurae.de Structurae |language=fr}} situated near Limyra in present-day Turkey. It is 360 meters in length and comprises 26 segmental arches and two semi-circular arches.{{Cite book |last1=Wurster |first1=Wolfgang W |title=Eine Brücke bei Limyra in Lykien |last2=Ganzert |first2=Joachim |date=1978 |publisher=German Archaeological Institute |location=Berlin |pages=288–307 |language=de |issn=0003-8105}}

In France, the Pont du Gard is a Roman aqueduct bridge comprising three levels, with a maximum height of 47.40 meters at its highest point. It is situated in the commune of Vers-Pont-du-Gard, in the Gard department. It was probably constructed during the first half of the 1st century, serving to maintain the continuity of the Roman aqueduct that transported water from Uzès to Nîmes, a distance of 50 kilometers.{{Harvsp|Prade|1990|p=179|pages=}}

File:Zhaozhou Bridge.jpg

It is almost certain that the Chinese independently invented the arch, either before or after the Greeks, and that they constructed vaulted bridges at an early date, possibly even before the Romans.{{Harvsp|Prade|1990a|p=217|pages=}} According to Chinese archaeologists, the oldest bridge is the Lurenqiao Bridge, constructed around 282 BCE near the ancient palace of Luoyang (Henan province).{{Cite web |title=Stone Arch Bridge |url=http://www.chinafacttours.com/facts/architecture/china-stone-arch-bridge.html |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fwww.chinafacttours.com%2Ffacts%2Farchitecture%2Fchina-stone-arch-bridge.html#federation=archive.wikiwix.com&tab=url |archive-date=September 19, 2024 |access-date=November 22, 2010 |website=chinafacttours.com |language=fr}}

The Zhaozhou Bridge,{{Cite web |title=Pont du Zhaozou |url=https://structurae.net/fr/ouvrages/pont-de-zhaozhou |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Ffr.structurae.de%2Fstructures%2Fdata%2Findex.cfm%3FID%3Ds0000258#federation=archive.wikiwix.com&tab=url |archive-date=October 18, 2013 |access-date=November 10, 2010 |website=Structurae |language=fr}} which bears a resemblance to 19th-century Western bridges, was constructed around 605 CE. It is the oldest segmental arch bridge with an open spandrel in the world{{Cite web |title=État du patrimoine mondial en Asie et dans le Pacifique, 2003 |url=https://whc.unesco.org/archive/2003/whc03-27com-06af.pdf |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fwhc.unesco.org%2Farchive%2F2003%2Fwhc03-27com-06af.pdf%2Findex.html#federation=archive.wikiwix.com&tab=url |archive-date=October 21, 2021 |website=UNESCO |page=11 |language=fr}} and the oldest bridge in China still in use. It is situated in the Zhao District of the prefecture-level city of Shijiazhuang in Hebei.{{Cite web |title=Zhaozhou Bridge |url=http://english.ctrip.com/Destinations/Sight.asp?Resource=9493 |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fenglish.ctrip.com%2FDestinations%2FSight.asp%3FResource%3D9493#federation=archive.wikiwix.com&tab=url |archive-date=July 3, 2022}} The span of its arch measures 37.4 meters.{{Cite web |title=Chinese Architectures – Bridges |url=https://www.chinaodysseytours.com/Chinese-Things/architecture-bridges.html |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fwww.chinaodysseytours.com%2FChinese-Things%2Farchitecture-bridges.html#federation=archive.wikiwix.com&tab=url |archive-date=May 31, 2023 |access-date=November 22, 2010 |website=chinaodysseytours.com |language=fr}}

Another noteworthy ancient bridge is the Baodai Bridge, constructed over the Grand Canal in Suzhou by Wang Zhongshu, governor of Suzhou during the Tang dynasty (618–907 CE). It is 317 meters in length and comprises 53 arches, making it the Chinese bridge with the greatest number of arches.

Following the decline of the Roman Empire, a period of approximately five centuries, or half of the millennium, was characterized by the dominance of the Middle Ages. During this era, which saw the rise of the Church and the development of feudalism, there was a paucity of significant artistic and architectural works.{{Cite book |last=Grattesat |first=Guy |title=Ponts de France |date=1984 |publisher=Édition des Presses de l’école nationale des Ponts et chaussées |language=fr}} The construction of bridges, in particular, was largely confined to wooden structures.

File:Avignon pont 2.jpg over the Rhône, with pointed arches.]]

From the 11th century onwards, a plethora of bridges of varying shapes were constructed. These structures frequently comprised arches of varying degrees of unevenness, with vaults in slightly flattened curves, semicircular arches, or pointed arches, the latter of which diminished pressure on the structure. They were supported by thick piers with protruding ends, at least upstream. The distances between walls were narrow, and the passages were marked by steep ramps and slopes.

In France several noteworthy medieval bridges can be found, including the Pont Saint-Bénézet{{Cite web |title=Pont Saint-Benezet |url=https://structurae.net/fr/ouvrages/pont-saint-benezet |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Ffr.structurae.de%2Fstructures%2Fdata%2Findex.cfm%3FID%3Ds0000471#federation=archive.wikiwix.com&tab=url |archive-date=October 30, 2022 |access-date=November 10, 2010 |website=Structurae |language=fr}} in Avignon on the Rhône (1177–1187), the historic bridge in Carcassonne{{Cite web |title=Pont-Vieux de Carcassonne |url=https://structurae.net/fr/ouvrages/pont-vieux-de-carcassonne |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Ffr.structurae.de%2Fstructures%2Fdata%2Findex.cfm%3FID%3Ds0002016#federation=archive.wikiwix.com&tab=url |archive-date=April 10, 2023 |access-date=November 10, 2010 |website=Structurae |language=fr}} on the Aude (1180). Additionally, the Petit-Pont{{Cite web |title=Petit-Pont à Paris |url=https://structurae.net/fr/ouvrages/petit-pont |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Ffr.structurae.de%2Fstructures%2Fdata%2Findex.cfm%3FID%3Ds0000209#federation=archive.wikiwix.com&tab=url |archive-date=August 2, 2023 |access-date=November 10, 2010 |website=Structurae |language=fr}} in Paris on the Seine (1186), the Pont Valentré{{Cite web |title=Pont Valentré à Cahors |url=https://structurae.net/fr/ouvrages/pont-valentre |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Ffr.structurae.de%2Fstructures%2Fdata%2Findex.cfm%3FID%3Ds0000635#federation=archive.wikiwix.com&tab=url |archive-date=October 30, 2022 |access-date=November 10, 2010 |website=Structurae |language=fr}} in Cahors on the Lot (1231), and the Pont Saint-Martial{{Cite web |title=pont Saint-Martial à Limoges |url=https://structurae.net/fr/ouvrages/pont-saint-martial |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Ffr.structurae.de%2Fstructures%2Fdata%2Findex.cfm%3FID%3Ds0001979#federation=archive.wikiwix.com&tab=url |archive-date=August 3, 2023 |access-date=November 10, 2010 |website=Structurae |language=fr}} in Limoges on the Vienne (1215) are noteworthy examples.

The Middle Ages saw the construction of numerous wooden bridges, many of which were topped with structures that served as shops, thereby creating what are known as inhabited bridges. One of the most renowned examples is the Ponte Vecchio on the Arno River in Florence, Italy. Originally constructed from wood, it was subsequently rebuilt in stone in 1345 by either Taddeo Gaddi or {{Interlanguage link|Neri di Fioravante|lt=Neri di Fioravante|fr|Neri di Fioravante}}, depending on the source. However, it was not until the 16th century that the renowned gallery above the shops was constructed.{{Harvsp|Prade|1990|p=312|pages=}}

The Marco Polo Bridge is likely the earliest Chinese bridge known in the West, as documented by the Venetian traveler Marco Polo during his 13th-century journey to China. It is situated 15 km outside of Beijing and was constructed in 1192. The bridge is 8 meters wide and 205 meters long, comprising 11 arches of varying sizes, with the largest spanning 21.60 meters.{{Harvsp|Prade|1990a|p=218|pages=}}

The Chinese arch bridge reached its apogee in Fujian, where it was constructed with extremely thin arches. The Xiao Bridge, constructed in 1470, has a free height of 7.2 meters with an arch thickness of only 20 centimeters, which is half the thickness of a typical arch.{{Cite web |last1=Ou |first1=Z |last2=Chen |first2=B |date=2005 |title=Stone arch bridges in Fujian, China |url=http://www.arch-bridges.cn/attach/07/Stone%20arch%20bridges%20in%20Fujian,%20China%20.pdf |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fwww.arch-bridges.cn%2Fattach%2F07%2FStone%2520arch%2520bridges%2520in%2520Fujian%2C%2520China%2520.pdf%2Findex.html#federation=archive.wikiwix.com&tab=url |archive-date=November 7, 2021 |access-date=May 5, 2010 |website=Ponts en arc – Université de Fuzhou |language=fr}} It remains in use today, supporting contemporary traffic. Another noteworthy bridge from this period is the Gao-po Bridge, situated in Yongding and constructed in 1477. It has a span of 20 meters and an arch just 60 cm thick and was built without any bonding mortar.

In Cambodia, the Phra Phutthos bridge was constructed at the end of the 12th century during the reign of Jayavarman VII. It features over 20 slender arches and is 75 meters long, making it the longest stone corbel arch bridge in the world.

File:Ponte Vecchio Firenze.jpg between Oltrarno and Lungarno.]]

In the West, between the 15th and 16th centuries, the architects of the renowned bridges in Florence, Venice, and other Italian cities drew inspiration from the regular forms of the past. However, their inclination to perceive themselves primarily as artists, rather than builders, occasionally resulted in the excessive incorporation of superstructures and decorations. Two of the most illustrative examples are the Ponte Vecchio{{Cite web |title=Ponte Vecchio |url=https://structurae.net/fr/ouvrages/ponte-vecchio |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Ffr.structurae.de%2Fstructures%2Fdata%2Findex.cfm%3FID%3Ds0000472#federation=archive.wikiwix.com&tab=url |archive-date=July 3, 2022 |access-date=November 11, 2010 |website=Structurae |language=fr}} in Florence and the Rialto Bridge{{Cite web |title=Pont Rialto |url=https://structurae.net/fr/ouvrages/pont-rialto |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Ffr.structurae.de%2Fstructures%2Fdata%2Findex.cfm%3FID%3Ds0000461#federation=archive.wikiwix.com&tab=url |archive-date=February 17, 2011 |access-date=November 10, 2010 |website=Structurae |language=fr}} on the Grand Canal in Venice.{{Harvsp|Sassi Perino|Faraggiana|2004|p=20}}

File:Pont Neuf Seine Paris.jpg: the oldest bridge in Paris.]]

Bridges became a pivotal component in the implementation of extensive urban planning initiatives. In France, the first renowned architects emerged, including Androuet du Cerceau, who designed the Pont Neuf{{Cite web |title=Pont-Neuf (Paris) |url=https://structurae.net/fr/ouvrages/pont-neuf |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Ffr.structurae.de%2Fstructures%2Fdata%2Findex.cfm%3FID%3Ds0000220#federation=archive.wikiwix.com&tab=url |archive-date=March 3, 2023 |access-date=November 10, 2010 |website=Structurae |language=fr}} in Paris. Despite the commencement of construction in 1578, the project was not concluded until 1604, largely due to the ongoing conflicts of the Wars of Religion.{{Cite book |last=Belot |first=Victor R |title=Le Pont-Neuf : Histoire et petites histoires |date=1978 |publisher=Nouvelles Éditions Latines |language=fr}} The bridge facilitated passage between the Louvre Palace and the Abbey of Saint-Germain-des-Prés, which was situated adjacent to the monument erected in honor of Henri IV on the downstream point of the Île de la Cité. It is the oldest bridge that is still in use in Paris. During this period, the basket-handle arch, which is a curve with three or more centers, was introduced, although it never completely replaced the semicircular curve.

File:Mostar1.gif

In Central Europe, the Stari Most in Mostar was constructed in 1565 by the architect Mimar Hajrudin, a disciple of the Ottoman architect Sinan.{{Cite book |last=Stratton |first=Arthur |title=Sinan |date=1972 |publisher=Charles Scribner's Sons |isbn=9780684125824 |location=New York}} The bridge connects the two parts of the city of Mostar, spanning the Neretva River. It consists of a single humpbacked arch with a 27-meter span, 4 meters in width, and 30 meters in length. The bridge was constructed using advanced architectural techniques and materials, enabling it to withstand centuries of conflict, except for the most recent one.{{Cite web |last=UNESCO World Heritage |date=October 11, 2017 |title=Old Bridge Area of the Old City of Mostar |url=https://whc.unesco.org/en/list/946/ |archive-url=https://web.archive.org/web/20210620091751/https://whc.unesco.org/en/list/946 |archive-date=June 20, 2021 |access-date=June 17, 2021 |website=UNESCO World Heritage Centre}}

File:Khaju Bridge.jpg in Isfahan.]]

The Khaju Bridge in Isfahan, Iran, constructed circa 1667, is a noteworthy structure comprising 18 pointed arches. It supports a 26-meter-wide roadway with shaded corridors and is flanked by pavilions and guard towers. The bridge exemplifies a harmonious integration of architectural design and engineering principles, showcasing a functional elegance. Additionally, it served as a dam.

File:Jean-Rodolphe Perronet.jpg

Until the 17th century, bridges were constructed using established techniques not based on any theoretical approach. Common formulas were derived from observation and practice, with thicknesses at specific points, such as the crown, haunches, piers, or abutments, being determined based on the span of the bridge.

In 1695{{Harvsp|SETRA|1982|p=58}} and again in 1712,{{Cite web |last=La Hire |date=1712 |title=Sur la construction des voûtes dans les édifices |url=http://www.academie-sciences.fr/archives/doc_anciens/hmvol3515_pdf/p69_77_vol3515m.pdf |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fwww.academie-sciences.fr%2Farchives%2Fdoc_anciens%2Fhmvol3515_pdf%2Fp69_77_vol3515m.pdf%2Findex.html#federation=archive.wikiwix.com&tab=url |archive-date=November 5, 2021 |access-date=November 19, 2010 |website=academie-sciences.fr |language=fr}} Philippe de La Hire endeavored to conduct the inaugural theoretical calculation of vaults. His methodology entailed a posteriori verification of the stability of the designed vault and the resilience of the materials under load.{{Cite book |last=Viollet-le-Duc |first=Eugène-Emmanuel |url=https://books.google.com/books?id=jl7i0uF4pVgC |title=Actes du Colloque international Viollet-le-Duc |date=1980 |publisher=Nouvelles éditions latines |location=Paris |pages=76 |isbn=978-2-7233-0176-3 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3Djl7i0uF4pVgC%26printsec%3Dfrontcover#federation=archive.wikiwix.com&tab=url |archive-date=September 19, 2024}} Despite the absence of tangible practical outcomes, he elucidated two concepts that would prove instrumental a century later:{{Harvsp|Prade|1988|p=26}}

• The curve of pressures: This is the envelope of the resultant forces acting on any joint of the vault.
• Rupture by blocks: The vault is assumed to break into three independent blocks that separate by sliding, with friction assumed to be negligible. These hypotheses, although incorrect, allowed for an approximation of abutment calculations.

In 1777, Jean-Rodolphe Perronet, the inaugural director of the National School of Bridges and Roads{{Cite book |last=Saint-Hardouin |first=F.-P.-H Tarbé |title=Notices biographiques sur les ingénieurs des ponts et chaussées |date=1884 |pages=29 |language=fr}} and a distinguished builder, established the initial guidelines for calculating the thickness of vaults and piers. Couplet introduced the concept of pressure center lines and the idea of block rupture by rotation. Coulomb's work, published in 1773, introduced a sliding failure mechanism along a joint and revisited the block rotation mechanism 43 years later.{{Cite book |last=Coulomb |first=Charles-Augustin |title=Mémoire des Savans étrangers |date=1776 |publisher=Académie Royale des Sciences de Paris |volume=7 |pages=343–382 |language=fr |chapter=Essai sur une application des règles de maximis et de minimis à quelques problèmes de Statique relatifs à l'Architecture}}{{Cite web |last=RAULET |first=Christophe |date=2001 |title=Un court historique de la construction des ouvrages |url=http://www.setra.equipement.gouv.fr/IMG/pdf/boa_37.pdf |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fwww.setra.equipement.gouv.fr%2FIMG%2Fpdf%2Fboa_37.pdf%2Findex.html#federation=archive.wikiwix.com&tab=url |archive-date=November 5, 2021 |website=Service d’études techniques des Routes et Autoroutes (SETRA) |page=26 |language=fr}} However, these theories would only find concrete applications in the 19th century.

While medieval bridges had previously been sufficient, the narrow, often-repaired structures with cramped roadways were no longer adequate for the demands of growing commercial exchanges. Consequently, there was a surge in bridge construction in Europe during the 18th century, particularly in France.{{Harvsp|Prade|1986|p=17}}

During this period, there was a notable evolution in the design of bridges. In the first half of the century, bridges were characterized by steeply arched structures with decreasing arches from the center towards the banks, as exemplified by the Jacques-Gabriel Bridge in Blois. After 1750, there was a shift towards less steep slopes and the use of arches of equal length, as observed in the {{Interlanguage link|Wilson Bridge, Tours|lt=Wilson Bridge in Tours|fr|Pont Wilson (Tours)}}.

The central region of France (Seine and Loire basins) was particularly favored. It saw the construction of, among others, the Royal Bridge in Paris, which, although built from 1685 to 1687 by Jules Hardouin-Mansart, foreshadows, through its structure, the great bridges of the following century; the Pont de Blois, built from 1716 to 1724 by Jacques Gabriel and {{Interlanguage link|Robert Pitrou (engineer)|lt=Robert Pitrou|fr|Robert Pitrou (ingénieur)}}; the Orléans Bridge, from 1751 to 1760 by Jean Hupeau and {{Interlanguage link|Robert Soyer|lt=Robert Soyer|fr|Robert Soyer}}; the Pont de Moulins, from 1756 to 1770 by {{Interlanguage link|Louis de Règemorte|lt=Louis de Règemorte|fr|Louis de Règemorte}}; the Pont de Saumur, from 1756 to 1768 by Jean-Baptiste de Voglie; the Pont de Neuilly, from 1766 to 1769; and the Pont de la Concorde in Paris, from 1787 to 1791, masterpieces by Perronet.

In Spain, the Toledo Bridge, constructed between 1720 and 1732, is also a monumental work adorned with numerous Baroque sculptures, which contribute to its status as a notable architectural landmark.{{Harvsp|Prade|1990|p=205|pages=}}

File:Gaoliang Bridge.JPG, a moon bridge.]]

The extant literature on bridges constructed in the East during the 18th century is, with few exceptions, almost absent. The most celebrated bridges of this era are, without question, those situated within Beijing's Summer Palace. This palace, which dates back to 1155, comprises a disparate array of structures dispersed across a 240-hectare lake, Kunming Lake, accessible via numerous masonry bridges. Among these, two stand out.{{Harvsp|Prade|1990a|p=220|pages=}}

The Jade Belt Bridge is the most renowned of the six bridges situated on the western shore of Kunming Lake. It was constructed between 1751 and 1764 during the reign of Emperor Qianlong and was built in the distinctive style of the East, which is also evident in Japan with the construction of moon bridges.{{Harvsp|Prade|1990a|p=221|pages=}}

File:17 bridge.JPG

The Seventeen-Arch Bridge, constructed during the reign of Emperor Qianlong, connects Nanhu Island to the eastern shore of the lake. With a length of 150 meters and a width of 8 meters, it is the longest bridge in the Summer Palace.

File:Rupture de voute.JPG

At the beginning of the 19th century, architects and engineers had amassed considerable practical experience in the construction of stone and wooden bridges. In 1810, {{Interlanguage link|Louis-Charles Boistard|lt=Louis-Charles Boistard|fr|Louis-Charles Boistard}} demonstrated, following a series of experiments, that the failure of vaults was caused by the rotation of four blocks.{{Cite web |title=Recueil d'expériences et d'observations faites sur différens travaux |url=https://books.google.com/books?id=AzIoAAAAYAAJ |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3DAzIoAAAAYAAJ%26printsec%3Dfrontcover%26source%3Dgbs_v2_summary_r%26cad%3D0%23v%3Donepage%26q%3D%26f%3Dfalse#federation=archive.wikiwix.com&tab=url |archive-date=December 13, 2015 |language=fr | last1=Boistard | first1=Louis Charles | date=1822 }} In his lectures at the School of Bridges and Roads (1825), Navier introduced the concept of material elasticity and defined the "central third rule", which establishes a limit within which the pressure center line of the vault must remain.

These results allowed {{Interlanguage link|Édouard Mery|lt=Édouard Mery|fr|Édouard Mery}} to publish in 1840{{Cite book |last=Méry |first=Édouard |url=https://gallica.bnf.fr/ark:/12148/bpt6k4084533/f53.item |title=Mémoire sur l'équilibre des voûtes en berceau |pages=50–70 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k4084533%2Ff53.item#federation=archive.wikiwix.com&tab=url |archive-date=November 2, 2022}} a method for verifying vaults that were used throughout the 19th century and are still occasionally used today.{{Harvsp|Pillet|1895|p=}}, [https://bibli.ec-lyon.fr/exl-doc/patrimoine/01060V01/PDF/FA01060V01_ING00437.pdf 429] [https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fbibli.ec-lyon.fr%2Fexl-doc%2Fpatrimoine%2F01060V01%2FPDF%2FFA01060V01_ING00437.pdf%2Findex.html#federation=archive.wikiwix.com&tab=url archive]{{Harvsp|SETRA|1982|p=63}} "Mery's diagram" is based on the principle that "the intrados and extrados form two limits which the pressure curve must never exceed, and when this happens, equilibrium is impossible". This method would be described in Philippe Croisette-Desnoyers' course on "bridge construction" in 1885{{Cite web |last=Fantin |first=Mathias |date=2015 |title=Epure de Méry |url=https://bestrema.fr/epure-de-mery/ |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fbestrema.fr%2Fepure-de-mery%2F#federation=archive.wikiwix.com&tab=url |archive-date=February 7, 2022 |access-date=November 30, 2019 |website=bestrema.fr |language=fr}} and in what remains the magnum opus that marked the end of masonry bridge construction, Paul Séjourné's Grandes Voûtes, published in 1913.

In 1867, {{Interlanguage link|Alfred Durand-Claye|lt=Durand-Claye|fr|Alfred Durand-Claye}} improved this method, but his proposal was less successful because it required laborious calculations.{{Harvsp|SETRA|1982|p=65}}

In the field of materials, progress was made in binders for producing mortars for sealing the voussoirs of vaults. In 1817, the Frenchman Louis Vicat discovered the principle of hydraulicity in lime, related to the proportion of clay and the firing temperature, and published his work without a patent.{{Cite journal |last=Arago |first=François |date=1855 |title=Sur les chaux, les mortiers et les ciments hydrauliques, sur les pouzzolanes naturelles et artificielles |url=https://gallica.bnf.fr/ark:/12148/bpt6k92711w |journal=Œuvres complètes |language=fr |publisher=Gide et J. Baudry |volume=5 |issue=2 |pages=491–526 |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k92711w#federation=archive.wikiwix.com&tab=url |archive-date=November 22, 2018 |access-date=}} In 1824, the Briton Joseph Aspdin patented a quick-setting hydraulic lime, which he commercially called Portland cement. However, the breakthrough came in 1840 with the discovery of the principles of hydraulicity in slow-setting cements (now known as Portland cements) by Louis Vicat. As a result, mortars used to seal voussoirs experienced significant improvements in strength.

As far as construction techniques were concerned, Paul Séjourné revived the construction of vaults with successive rolls, a method used by the Romans and in the Middle Ages, but which had fallen into disuse, as well as the use of radiant centering and then inverted centering with steel cable ties. This allowed him to save 20 to 70% of the wood used and reduce construction time.{{Cite journal |last=JOURET |first=Auguste |date=1946 |title=Paul Séjourné (1851–1939) |journal=Technica |language=fr |publisher=École centrale de Lyon |issue=76 |pages=4}} In addition, inspired by the past, he emphasized the vault by systematically using archivolts, thus enhancing the elegance of its form.{{Cite journal |last=JOURET |first=Auguste |date=1946 |title=Paul Séjourné (1851–1939) |journal=Technica |language=fr |publisher=École centrale de Lyon |issue=76 |pages=5}}

In 1870, Jules Dupuit was the first to propose the articulation of the vaults, which allowed the materials to work better as the forces were better understood.{{Harvsp|Giraud|Bejui|2010|p=33}}

File:Göltzschtalbrücke Panorama.jpg, the world's largest masonry viaduct]]

The development of railroads in the 19th century led to the appearance of large masonry viaducts. The layout of the railroads could not follow the contours of the land due to the low gradients allowed, less than 10 mm per meter at the beginning, and the large radius curves required for vehicle stability. The steepness of the gradients was limited by the adhesion of the locomotives, their low power, and inadequate braking systems.{{Harvsp|Prade|1988|p=60}}

In France, one of the first large viaducts was the Val-Fleury viaduct, built in 1840 on the Paris-Versailles line. Numerous other viaducts followed, such as the Nîmes Viaduct{{Harvsp|Prade|1988|p=171}} (1,569 meters long, one of the longest in France), the Barentin Viaduct (1844){{Harvsp|Prade|1988|p=|pages=172–173}} in Seine-Maritime, and the {{Interlanguage link|Saint-Chamas Viaduct|lt=Saint-Chamas Viaduct|fr|Viaduc de Saint-Chamas}} (1848){{Harvsp|Prade|1988|p=|pages=178–179}} in the Bouches-du-Rhône, a curious structure of interlocking semicircular arches.

The same trend occurred in Europe, although less frequently than in France.{{Harvsp|Prade|1988|p=106|pages=}} In West Germany, the Bietigheim Viaduct, built between 1851 and 1853 on the Bruchsal-Ulm line, was a 262-meter-long viaduct with 18 arches and a span of 13.18 meters. In eastern Germany, the Göltzschtal Viaduct, spanning the Göltz River on the Regensburg-Leipzig line, is the largest masonry bridge ever built. Built between 1846 and 1851, it is 579.26 meters long and 85 meters high at its highest point, with four levels of vaults.{{Harvsp|Prade|1988|p=122|pages=}}

The requirements of railroad layouts concerning the obstacles to be crossed led engineers to construct skewed bridges, i.e. bridges whose axis is inclined to the abutments, rather than bridges with straight crossings. The first skewed bridges were built on {{Interlanguage link|Paris-Saint-Lazare to Saint-Germain-en-Laye line|lt=the Paris-Saint-Germain-en-Laye railroad|fr|Ligne de Paris-Saint-Lazare à Saint-Germain-en-Laye}}.

File:Adolphe Bridge post 2017 renovation works - 7 August 2018.jpg in Luxembourg, by Paul Séjourné, the first with a double arch]]

A major innovation came in the design of the vaults. The increase in pressure thanks to modern mortars and the reduction in thickness had reached their limits to allow greater spans. Paul Séjourné then had the idea of doubling the vault with two parallel arches. Although this principle of doubling had been used in the past for small vaults such as the Pont du Gard or the Pont Saint-Bénézet, it was Paul Séjourné who fully understood its importance in terms of material efficiency and cost-effectiveness. He was the first to combine it with a reinforced concrete deck in one of the most magnificent works of the 20th century: the Adolphe Bridge in Luxembourg (1899–1903). The 84-meter span of this structure exceeded the largest span at the time of its inauguration by 17 meters.{{Cite web |title=Le pont Adolphe à Luxembourg |url=http://www.gouvernement.lu/salle_presse/actualite/2005/08/04wiseler_pont_adolphe/Dossier-presse-nouveau.pdf |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fwww.gouvernement.lu%2Fsalle_presse%2Factualite%2F2005%2F08%2F04wiseler_pont_adolphe%2FDossier-presse-nouveau.pdf%2Findex.html#federation=archive.wikiwix.com&tab=url |archive-date=November 2, 2021 |language=fr}} This principle was repeated several times in different countries, especially in America and France with the delicate {{Interlanguage link|Pont des Catalans|lt=Pont des Catalans|fr|Pont des Catalans}} in Toulouse (1904–1907).{{Cite journal |last=JOURET |first=Auguste |date=1946 |title=Paul Séjourné (1851–1939) |journal=Technica |language=fr |publisher=École centrale de Lyon |issue=76 |pages=6–7}}

It was surpassed in 1905 by the {{Interlanguage link|Pont de la Paix, Plauen|lt=Pont de la Paix|fr|Pont de la Paix (Plauen)}} in Plauen over the Weisse River, which had a span of 90 meters.{{Harvsp|Prade|1990}} This structure was the last great masonry bridge built in the West. By doubling the size of the arch, Paul Séjourné paved the way for the construction of large reinforced concrete arch bridges. The arrival of new construction techniques using steel, such as suspension bridges, prestressed concrete bridges, or cable-stayed bridges, abruptly marked the end of masonry bridge construction in the Western world.

While in the West the technique was finally abandoned in favor of standard reinforced concrete bridges for small spans and other types for large spans, in China numerous masonry bridges were still built in the 20th century, especially in the 1960s and 1970s. For example, 1,152 bridges of this type were built in Fujian during these two decades, accounting for 60% of all bridges built during this period.{{Harvsp|Ou|Chen|2005|pages=270–270}}

At the same time, long-span records were being broken. In 1965, the Hongdu Bridge in Guangxi broke the 100-meter barrier.{{Cite web |title=Pont de Hongdu |url=https://structurae.net/fr/ouvrages/pont-de-hongdu |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Ffr.structurae.de%2Fstructures%2Fdata%2Findex.cfm%3Fid%3Ds0001903#federation=archive.wikiwix.com&tab=url |archive-date=September 19, 2024 |website=Structurae |language=fr}} In 1972, the Fengdu Jiuxigou Bridge in Sichuan reached a span of 116 meters.{{Cite web |title=Pont de Fengdu Jiuxigou en Chine |url=http://www.arch-bridges.com/Show.asp?PaperID=288 |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fwww.arch-bridges.com%2FShow.asp%3FPaperID%3D288#federation=archive.wikiwix.com&tab=url |archive-date=November 29, 1998 |website= |language=fr}} In 1990, the Fenghuang Bridge in Funan Province had a span of 120 meters.{{Cite web |title=Pont de Fenghuang Wuchaohe en Chine |url=https://weblock.pandasecurity.com/?lang=spa&prod=4252&brand=0&prov=1&cat=128&URL=http://www.arch-bridges.com/Show.asp?PaperID=227 |archive-url=https://web.archive.org/web/20140302161334/http://www.arch-bridges.com/Show.asp?PaperID=227 |archive-date=March 2, 2014 |website= |language=fr}} Finally, the absolute span record for a masonry bridge was set in July 2000 by the {{Interlanguage link|Danhe Bridge|lt=Danhe Bridge|fr|Pont de Danhe}} on the Jin-Jiao Highway in Shanxi, China, with a span of 146 meters.{{Cite book |last=Abdunur |first=Charles |title=ARCH'01 – 3e conférence sur les ponts en arc |date=2001 |publisher=Presses de l'École nationale des ponts et chaussées |isbn=2-85978-3474 |location=Paris |pages=667–670 |language=fr}}{{Cite web |title=Pont de Shanxi Danhe en Chine |url=https://weblock.pandasecurity.com/?lang=spa&prod=4252&brand=0&prov=1&cat=128&URL=http://www.arch-bridges.com/Show.asp?PaperID=225 |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fwww.arch-bridges.com%2FShow.asp%3FPaperID%3D225#federation=archive.wikiwix.com&tab=url |archive-date=June 14, 2009 |language=fr}}

File:Pont-maçonnerie-éclaté.png

Masonry, being a material that does not perform well under tension, means that masonry bridges always take the form of a vault, the only form that satisfies this condition. A bridge consists of one or more arches resting on supports capable of resisting, without significant displacement, the mechanical action of the arch, known as shear. These supports generally consist of thick masonry walls at the ends, called abutments, and piers in the river.

{{See also|Masonry bridge vaults}}

The vault always has a vertical plane of transverse symmetry and almost always a vertical plane of longitudinal symmetry. Its variable thickness increases uniformly from the center, called the keystone, to the ends, called the springers.

The vault is enclosed between two curved surfaces: the outer surface, called the extrados, and the inner surface, called the intrados or lining. When the projection of a vault is shown on a vertical plane, it is bounded by two lines: the extrados line and the intrados line. The latter is usually a geometric curve, such as a circular arc or a parabola.

The curve starts from the vertical lines that define the abutments. The points at which the intrados line intersects these verticals are called springs. The distance between the abutments is called the span. The line connecting the springs is called the spring line or chord. It is almost always horizontal. The vertical distance separating the intrados line from the springing line, measured at its midpoint, is called the rise.

The band marks the transverse end of the vault. It receives the tympanic wall, which supports the filling of the structure. The part between the two bands, which forms the intrados of the vault, is called the lining. The type of band is mainly an architectural choice. It can be made of rubble, ashlar, or brick, with the visible face generally flat, although some structures have moldings when specific {{Interlanguage link|Ornamentation (architecture)|lt=ornamentation|fr|Ornement (architecture)}} is desired. Some types of bands offer advantages over others. A corbelled band, for example, facilitates the construction of the tympanum by providing ledges on the extrados so that each tympanum element doesn't have to be chamfered. There are also cow horn bands whose main function is to improve water drainage. Bands are more or less characteristic of a particular period.{{Cite book |last=Debauve |first=A |url=https://archive.org/details/manueldelingnie10debagoog |title=Manuel de l'ingénieur des ponts et chaussée : ponts en maçonnerie |date=1873 |publisher=Dunod |pages=199 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Farchive.org%2Fdetails%2Fmanueldelingnie10debagoog#federation=archive.wikiwix.com&tab=url |archive-date=February 7, 2022}}

The abutments and the return walls or wing walls (buttresses, quarter cones) rest on foundation masses that help to support or distribute the loads applied to the structure.

The parapet consists of three parts:

• The base: the parapet support
• The shaft: the main body of the parapet
• The plinth: the foundation slab

If the bridge has multiple spans, the adjacent vaults rest on a common support called a pier. Like abutments, piers rest on foundations.

Vaulted bridges can be distinguished by several criteria: the shape of the {{Interlanguage link|Masonry bridge vaults|lt=vault|fr|Voûte de pont en maçonnerie}}, the type of vault construction, and the type of cutwater or tailwater. Thus, the vault can be semicircular (perfect semicircle), segmental (arc segment), pointed, basket-handle, or elliptical.{{Harvsp|Prade|1986|p=20}} The {{Interlanguage link|Masonry bridge arch band|lt=band of the vault|fr|Bandeau de voûte de pont en maçonnerie}} can be extradosed with radiating stones, double roll, blocked, non-extradosed double roll, corbelled style, with a corbelled slab. The starlings can be triangular, almond-shaped, rectangular, or circular.{{Harvsp|Prade|1986|p=32}}

The largest masonry bridge in the United States is the James J. Hill Bridge over the Mississippi River, built in 1883 by railroad magnate James J. Hill, who wanted to impress his fellow citizens by building a structure that would honor him. It is 752.5 meters long and has 23 limestone arches with a full arch span of 23.49 meters. It is the only stone bridge over the Mississippi River.{{Harvsp|Prade|1990a|p=113|pages=}}

{{Portal|Roads

}}

• Bridge
• Bridge failures

• Eugène Degrand, Jean Resal, Ponts en maçonnerie, 1887

• SETRA, Les ponts en maçonnerie, 1982

• Marcel Prade, Les ponts, monuments historiques, 1986

• Marcel Prade, Ponts et Viaducs au XIX^e siècle, 1988

• Marcel Prade, Ponts et Viaducs remarquables d’Europe, 1990

• Marcel Prade, Grands ponts du monde, 1990

• Other references

A great many books have been written on the subject of masonry bridges, either in their entirety or in part. The list below, in chronological order of publication, includes the most significant and those that served as a source for the article.

• {{Cite book |last=Duplomb |first=Charles |title=Histoire générale des ponts de Paris |date=1911 |publisher=Impr. Mersch |location=Paris |language=fr}}
• {{Cite book |last=Maré |first=Éric |title=The bridges of Britain |date=1954 |publisher=B.T. Batsford |location=London |language=}}
• {{Cite book |last1=Wurster |first1=Eine Brücke bei Limyra in Lykien |title=The bridges of Britain |last2=Ganzert |first2=Joachim |date=1978 |publisher=German Archaeological Institute |location=Berlin |pages=288–307 |language= |issn=0003-8105}}
• {{Cite book |last=Yisheng |first=Mao |title=Les ponts de Chine |date=1980 |publisher=Éditions en langues étrangères |location=Beijing |language=fr}}
• {{Cite book |last=Grattesat |first=Guy |title=Ponts de France |date=1982 |publisher=Presses des Ponts et Chaussées |isbn=2-85978-030-0 |location=Paris |language=fr}}
• {{Cite book |last=Prade |first=Marcel |title=Les Ponts, Monuments historiques |date=1986 |publisher=Brissaud |isbn=2-902170-54-8 |location=Poitiers |language=fr}}
• {{Cite book |last=Prade |first=Marcel |title=Ponts et Viaducs au XIXe siècle |date=1988 |publisher=Brissaud |isbn=2-902170-59-9 |location=Poitiers |language=fr}}
• {{Cite book |last=Prade |first=Marcel |title=Les grands ponts du Monde |date=1990a |publisher=Brissaud |isbn=2-902170-68-8 |location=Poitiers |language=fr}}
• {{Cite book |last=Prade |first=Marcel |title=Ponts remarquables d'Europe : ouvrage illustré de 1000 photogr., dessins, et reprod. |date=1990 |publisher=Brissaud |isbn=2-902170-65-3 |location=Poitiers |language=fr}}
• {{Cite book |last=Marrey |first=Bernard |title=Les Ponts modernes : XXe siècle |date=1995 |publisher=Picard |isbn=2-7084-0484-9 |location=Paris |language=fr}}
• {{Cite book |last=Collectif |url=https://books.google.com/books?id=E7ywmb24EQMC&dq=Danhe+bridge+is+located+at+Taihang+mountain&pg=PA667 |title=Troisième conférence internationale sur les ponts en arc |date=2001 |publisher=Presses des Ponts et Chaussées |isbn=978-2-85978-347-1 |location=Paris |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3DE7ywmb24EQMC%26pg%3DPA667%26dq%3DDanhe%2Bbridge%2Bis%2Blocated%2Bat%2BTaihang%2Bmountain#federation=archive.wikiwix.com&tab=url |archive-date=September 18, 2024}}
• {{Cite book |last1=Sassi Perino |first1=Angia |title=Les Ponts |last2=Faraggiana |first2=Giorgio |date=2004 |publisher=Éditions Gründ |isbn=978-2-7000-2640-5 |location=Paris |language=fr}}
• {{Cite book |last1=Giraud |first1=Marc |title=Paul Séjourné, génie des grands viaducs |last2=Bejui |first2=Pascal |date=2010 |publisher=La Régordane |isbn=978-2-906984-89-9 |location= |language=fr}}

• {{Cite book |last=de La Hire |first=Philippe |url=https://books.google.com/books?id=SCwPAAAAQAAJ&pg=PP5 |title=Traité de Mécanique |date=1695 |publisher= |location=Paris |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3DSCwPAAAAQAAJ%26pg%3DPP5#federation=archive.wikiwix.com&tab=url |archive-date=August 3, 2023}}

• {{Cite book |last=de La Hire |first=Philippe |url=https://books.google.com/books?id=Mt4EAAAAQAAJ&pg=RA1-PA70 |title=Sur la construction des voûtes dans les édifices |date=1712 |publisher=Mémoires de l'Académie Royale des Sciences 69 |location=Paris |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3DMt4EAAAAQAAJ%26pg%3DRA1-PA70#federation=archive.wikiwix.com&tab=url |archive-date=September 18, 2024}}
• {{Cite book |last=Parent |first=Antoine |title=Essais et Recherches de Mathématiques et de Physique |date=1713 |publisher= |location=Paris |language=fr}}
• {{Cite book |last=Gautier |first=Henri |title=Traité des ponts |date=1716 |publisher= |location=Paris |language=fr|url=https://gallica.bnf.fr/ark:/12148/bpt6k85675c|archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k85675c#federation=archive.wikiwix.com&tab=url|archive-date=November 28, 2017}}
• {{Cite book |last=Gautier |first=Henri |title=Dissertation sur l'épaisseur des culées de ponts |date=1716 |publisher= |location=Paris |language=fr|url=https://books.google.com/books?id=E3Q5AAAAcAAJ&pg=PA11|archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3DE3Q5AAAAcAAJ%26pg%3DPA11#federation=archive.wikiwix.com&tab=url|archive-date=August 3, 2023}}
• {{Cite book |last=de Tartereaux |first=Pierre Couplet |url=https://gallica.bnf.fr/ark:/12148/bpt6k3527h/f83.image.r=couplet |title=Histoire de l'Académie royale des sciences, année 1729. Avec les mémoires de mathématique & de physique tirez des registres de cette Académie |date=1731 |publisher=Imprimerie royale |location=Paris |pages=75–81 |language=fr |chapter=Sur les voûtes |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k3527h%2Ff83.image.r%3Dcouplet#federation=archive.wikiwix.com&tab=url |archive-date=September 18, 2024}}
• {{Cite book |last=Forest de Bélidor |first=Bernard |title=La Science des Ingénieurs dans la conduite des travaux de fortification et d'architecture civile |date=1729 |publisher= |location=Paris |language=fr|url=https://books.google.com/books?id=QzM_AAAAcAAJ&pg=PR7|archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3DQzM_AAAAcAAJ%26pg%3DPR7#federation=archive.wikiwix.com&tab=url|archive-date=September 18, 2024}}
• {{Cite book |last=Couplet de Tartereaux |first=Pierre |title=De la poussée des voûtes. Histoire de l'Académie Royale des Sciences, 117, Paris |date=1730 |publisher=Académie Royale des Sciences |location=Paris |language=fr|url=https://books.google.com/books?id=nQoVAAAAQAAJ&dq=Couplet+De+la+pouss%C3%A9e+des+vo%C3%BBtes&pg=RA1-PA79|archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3DnQoVAAAAQAAJ%26pg%3DRA1-PA79%26dq%3DCouplet%2BDe%2Bla%2Bpouss%25C3%25A9e%2Bdes%2Bvo%25C3%25BBtes#federation=archive.wikiwix.com&tab=url|archive-date=July 18, 2021}}
• {{Cite book |last=Danyzy |first=Augustin |title=Histoire de la Société des Sciences établie à Montpellier |date=1732 |pages=40–56 |language=fr |chapter=Méthode générale pour déterminer la résistance qu'il faut opposer à la poussée des voûtes}}
• {{Cite book |last=Frézier |first=Amédée François |url=https://books.google.com/books?id=9CIVAAAAQAAJ&pg=PP7 |title=La théorie et la pratique de la coupe de pierres et des bois pour la construction des voûtes et autres parties des bâtiments civils et militaires, ou traité de stéréotomie à l'usage de l'architecture |date=1737 |volume=3 |location=Strasbourg & Paris |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3D9CIVAAAAQAAJ%26pg%3DPP7#federation=archive.wikiwix.com&tab=url |archive-date=August 3, 2023}}
• {{Cite book |last=Coulomb |first=Charles Augustin |url=https://books.google.com/books?id=VEYOAAAAYAAJ&dq=Essai+sur+une+application+des+r%C3%A8gles+de+maximis+et+minimis&pg=PA318 |title=Mémoires de mathématique et de physique, présentés à l'Académie Royale des Sciences par divers Savants et lus dans ses Assemblées |date=1773 |volume=7 |location=Paris |pages=343–8 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3DVEYOAAAAYAAJ%26pg%3DPA318%26dq%3DEssai%2Bsur%2Bune%2Bapplication%2Bdes%2Br%25C3%25A8gles%2Bde%2Bmaximis%2Bet%2Bminimis#federation=archive.wikiwix.com&tab=url |archive-date=July 18, 2021}}
• {{Cite book |last=Perronet |first=Jean-Rodolphe |url=https://gallica.bnf.fr/ark:/12148/bpt6k3572b/f175.image.r= |title=Mémoire sur le cintrement et le décintrement des ponts; et sur les différens mouvemens que prennent les voûtes pendant leur construction, dans Histoire de l'Académie royale des sciences. Année 1773. Avec les Mémoires de mathématique & de physique tirez des registres de cette Académie |date=1777 |publisher=Imprimerie royale |location=Paris |pages=33–50 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k3572b%2Ff175.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}

• {{Cite book |last=Bérard |first=Joseph Balthasar |url=https://books.google.com/books?id=TGEUAAAAQAAJ&pg=PR3 |title=Statique des voûtes |date=1810 |publisher=Courcier |location=Paris |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3DTGEUAAAAQAAJ%26pg%3DPR3#federation=archive.wikiwix.com&tab=url |archive-date=September 18, 2024}}
• {{Cite book |last=Rondelet |first=Jean-Baptiste |title=Traité théorique et pratique de l'art de bâtir |date=1802–1817 |publisher=Jean-Baptiste Rondelet |location=Paris |language=fr}}
• {{Cite book |last=Pillet |first=Jules |url=https://bibli.ec-lyon.fr/exl-doc/patrimoine/01060V01/PDF/FA01060V01_ING00001.pdf |title=Traité de stabilité des constructions |date=1895 |publisher=Baudry et Cie |location=Paris |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fbibli.ec-lyon.fr%2Fexl-doc%2Fpatrimoine%2F01060V01%2FPDF%2FFA01060V01_ING00001.pdf%2Findex.html#federation=archive.wikiwix.com&tab=url |archive-date=November 13, 2021}}
• {{Cite book |last=Lesage |first=Pierre-Charles |title=Recueil de divers mémoires extraits de la Bibliothèque impériale des Ponts et chaussées à l'usage de MM. les Ingénieurs |date=1810 |publisher= |location=Paris |language=fr}}
• {{Cite book |last1=Lamé |url=https://books.google.com/books?id=WR8AAAAAMAAJ&pg=PA818 |title=Mémoire sur la stabilité de voûtes |last2=Clapeyron |date=1823 |publisher=Annales des Mines |location=Paris |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3DWR8AAAAAMAAJ%26pg%3DPA818#federation=archive.wikiwix.com&tab=url |archive-date=September 8, 2024}}
• {{Cite book |last=Bruyère |first=Louis |title=Études relatives à l'art des constructions |date=1823–1828 |publisher=Bance |location=Paris |language=fr}}
• {{Cite book |last=Navier |first=Claude-Louis-Marie-Henri |url=https://books.google.com/books?id=PNg3AAAAMAAJ&pg=PR3 |title=Résumé des leçons données à l'Ecole des Ponts et Chaussées, sur l'application de la mécanique à l'établissement des constructions et des machines |date=1833 |publisher=Carilian-Goeury |edition=2nd |location=Paris |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3DPNg3AAAAMAAJ%26pg%3DPR3#federation=archive.wikiwix.com&tab=url |archive-date=August 1, 2023}}
• {{Cite book |last=Lefort |first=Pierre Alexandre Francis |url=https://gallica.bnf.fr/ark:/12148/bpt6k408451b/f284.item |title=Études relatives à la construction des ponts biais, dans Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1839 |publisher= |location= |pages=281–315 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408451b%2Ff284.item#federation=archive.wikiwix.com&tab=url |archive-date=August 3, 2023}}
• {{Cite book |last=Lefort |first=Pierre Alexandre Francis |url=https://gallica.bnf.fr/ark:/12148/bpt6k408482r/f90.item.r= |title=Sur la théorie de la construction des voûtes biaises cylindiques, dans Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1854 |publisher= |location= |pages=87–93 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408482r%2Ff90.item.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}
• {{Cite book |last=Méry |first=Édouard |url=https://gallica.bnf.fr/ark:/12148/bpt6k4084533/f53.item |title=Mémoire sur l'équilibre des voûtes en berceau |date= |publisher= |location= |pages=50–70 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k4084533%2Ff53.item#federation=archive.wikiwix.com&tab=url |archive-date=November 2, 2022}}
• {{Cite book |last=Cordier |first=Joseph |title=Mémoire sur les travaux publics |date=1841–1842 |publisher=Carilian-Gceury & V. Dalmont |location=Paris |language=fr}}
• {{Cite book |last=Gauthey |first=Emiland |title=Traité de la construction des ponts |date=1843 |publisher=Leduc |location=Liège (Belgium) |language=fr}}
• {{Cite book |last=Boucher |first=Aristide |url=https://gallica.bnf.fr/ark:/12148/bpt6k408469q/f237.image.r= |title=Note sur la construction des voûtes biaises au moyen d'une série d'arcs droits accolés les uns aux autres, dans Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1848 |publisher= |location= |pages=234–243 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408469q%2Ff237.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=March 22, 2024}}
• {{Cite book |last=Fontenay |first=Tony |title=Construction des viaducs, ponts-aqueducs, ponts et ponceaux en maçonnerie |date=1852 |publisher=Carilian-Goeury & Victor Dalmont |location=Paris |language=fr}}
• {{Cite book |last=Poncelet |first=J.V |title=Examen critique et historique des principales théories ou solutions concernant l'équilibre des voûtes |date=1852 |publisher=Comptes-rendus de l'Académie des sciences. 35, 494, 531, 577 |volume=XXXV |location=Paris |language=fr}}
• {{Cite book |last=Maillard de La Gournerie |first=Jules |url=https://gallica.bnf.fr/ark:/12148/bpt6k408476x/f85.image.r= |title=Considérations géométriques sur les arches biaises, dans Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1851 |publisher= |location= |pages=82–115 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408476x%2Ff85.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}
• {{Cite book |last=Graeff |first=Auguste |url=https://gallica.bnf.fr/ark:/12148/bpt6k408478p/f4.image.r= |title=Mémoire sur l'appareil et la construction des ponts biais, dans Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1852 |publisher= |location= |pages=1–144 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408478p%2Ff4.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}
• {{Cite book |last=Maillard de La Gournerie |first=Jules |url=https://gallica.bnf.fr/ark:/12148/bpt6k4084792/f287.image.r= |title=Note sur les arches biaises à l'occasion du mémoire de M. Graeff, dans Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1853 |publisher= |location= |pages=281–288 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k4084792%2Ff287.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}
• {{Cite book |last=Graeff |first=Auguste |url=https://gallica.bnf.fr/ark:/12148/bpt6k408481c/f35.image.r= |title=Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1854 |pages=32–40 |language=fr |chapter=Observations sur les questions soulevées par la note de M. de la Gournerie |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408481c%2Ff35.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}
• {{Cite book |last=Carvallo |first=Jules |url=https://books.google.com/books?id=bGgOAAAAYAAJ&pg=PA1 |title=Étude sur la stabilité des voûtes |date=1853 |publisher=Carilian-Goeury |location=Paris |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3DbGgOAAAAYAAJ%26pg%3DPA1#federation=archive.wikiwix.com&tab=url |archive-date=September 19, 2024}}
• {{Cite book |last=Morandière |first=Romain |url=https://gallica.bnf.fr/ark:/12148/bpt6k4084834/f189.image.r= |title=Note pour le tracé des voûtes biaises sur les cintres, dans Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1855 |pages=186–191 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k4084834%2Ff189.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 19, 2019}}
• {{Cite book |last=Leblanc |first=Charles |url=https://gallica.bnf.fr/ark:/12148/bpt6k408485w/f57.image.r= |title=Mémoire sur la stabilité des ponts biais en maçonnerie, dans Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1856 |pages=54–88 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408485w%2Ff57.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}
• {{Cite book |last=Leblanc |first=Charles |url=https://gallica.bnf.fr/ark:/12148/bpt6k408512n/f461.item.r= |title=Mémoire sur le calcul de la pression par unité de surface, dans le cas où la résultante des pressions n'est pas normale au joint, dans Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1869 |pages=458–500 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408512n%2Ff461.item.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=September 19, 2024}}
• {{Cite book |last=Lucas |first=Félix |url=https://gallica.bnf.fr/ark:/12148/bpt6k4084957/f128.image.r= |title=Mémoire sur un nouvel appareil pour la construction des ponts biais, dans Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1861 |pages=125–144 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k4084957%2Ff128.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=November 1, 2022}}
• {{Cite book |last=Scheffler |first=Herman |url=https://books.google.com/books?id=OmYSAAAAIAAJ&pg=PT6 |title=Traité de la stabilité des constructions |date=1864 |publisher=Dunod |location=Paris |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3DOmYSAAAAIAAJ%26pg%3DPT6#federation=archive.wikiwix.com&tab=url |archive-date=August 3, 2023}}
• {{Cite book |last=Partiot |first=Léon |url=https://gallica.bnf.fr/ark:/12148/bpt6k408501x/f217.image.r= |title=Note sur le pont biais construit sur la Vézère, aux Eyzies, dans Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1864 |pages=214–224 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408501x%2Ff217.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=September 19, 2024}}
• {{Cite book |last=Durand-Claye |first=Alfred |url=https://books.google.com/books?id=AnM5AAAAcAAJ&pg=PA63 |title=Stabilité des voutes en maçonnerie |date=1867 |publisher=Annales des Ponts et Chaussées |location=Paris |pages=63–96 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3DAnM5AAAAcAAJ%26pg%3DPA63#federation=archive.wikiwix.com&tab=url |archive-date=September 12, 2024}}
• {{Cite book |last=Nördling |first=Wilhelm |url=https://gallica.bnf.fr/ark:/12148/bpt6k4085118/f435.image.r= |title=Note sur les ponts biais et les ponts courbes, dans Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1869 |pages=433–444 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k4085118%2Ff435.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=September 19, 2024}}
• {{Cite book |last=Dupuit |first=Jules |url=https://books.google.com/books?id=k7RXAAAAYAAJ |title=Traité de l'équilibre des voûtes et de la construction des ponts en maçonnerie |date=1870 |publisher=Dunod éditeur |pages=Paris |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3Dk7RXAAAAYAAJ%26printsec%3Dfrontcover%23v%3Donepage%26q%26f%3Dfalse#federation=archive.wikiwix.com&tab=url |archive-date=August 1, 2023}}
• {{Cite book |last=Jourjon |first=Charles |url=https://gallica.bnf.fr/ark:/12148/bpt6k408517j/f417.image.r=biais |title=Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1872 |pages=413–414 |language=fr |chapter=Tracé des panneaux de douelle des voussoirs des voûtes biaises à section circulaire, lorsqu'elles sont appareillées comme les voûtes droites |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408517j%2Ff417.image.r%3Dbiais#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}
• {{Cite book |last1=Durand-Claye |first1=Alfred |url=https://gallica.bnf.fr/ark:/12148/bpt6k408518x/f88.item.r= |title=Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |last2=Jourjon |first2=Charles |date=1872 |pages=85–90 |language=fr |chapter=Tracé des panneaux de douelle des voûtes biaises à section circulaire, lorsqu'elles sont appareillées comme les voûtes droites |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408518x%2Ff88.item.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=September 19, 2024}}
• {{Cite book |last=Morandière |first=Romain |title=Traité de la construction des ponts et viaducs |date=1874 |publisher=Dunod |location=Paris |language=fr}}
• {{Cite book |last=Cètre |first=M |url=https://gallica.bnf.fr/ark:/12148/bpt6k4085220/f440.image.r= |title=Appareil hélicoïdal des voûtes biaises à section droite circulaire, dans Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1874 |pages=433 |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k4085220%2Ff440.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}
• {{Cite book |last=Gros |first=Marcel |url=https://gallica.bnf.fr/ark:/12148/bpt6k408527w/f528.image.r= |title=Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1877 |pages=533–546 |language=fr |chapter=Note sur le tracé direct, en vraie grandeur, des panneaux des voussoirs d'un voûte biaise à section droite circulaire |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408527w%2Ff528.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}
• {{Cite book |last=Gros |first=Marcel |url=https://gallica.bnf.fr/ark:/12148/bpt6k408530k/f547.image.r= |title=Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1878 |pages=547–549 |language=fr |chapter=Note sur les ponts biais et courbes (suite) |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408530k%2Ff547.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}
• {{Cite book |last=Gros |first=Marcel |url=https://gallica.bnf.fr/ark:/12148/bpt6k408526h/f217.image.r= |title=Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1876 |pages=219–224 |language=fr |chapter=Tracé des panneaux de douelle et de lit des voussoirs d'une voûte biaise à section droite circulaire, lorsque la tête est en talus et que la voûte est appareillée comme une voûte droite |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408526h%2Ff217.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}
• {{Cite book |last=Picard |first=Alfred |url=https://gallica.bnf.fr/ark:/12148/bpt6k408532b/f333.image.r= |title=Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1879 |pages=339–370 |language=fr |chapter=Voûtes biaises. Simplification pratique de l'appareil orthogonal convergent. Application au pont souterrain de Kœurs |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408532b%2Ff333.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}
• {{Cite book |last=Durand-Claye |first=Alfred |title=Stabilité des voûtes et des arcs |date=1880 |series=Annales des ponts et chaussées |location=Paris |pages=416–440 |language=fr}}
• {{Cite book |last=Sampité |first=Arthur |url=https://gallica.bnf.fr/ark:/12148/bpt6k408538m/f580.image.r= |title=Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1882 |pages=578–599 |language=fr |chapter=Appareil orthogonal dans les voûtes biaises dont la section droite est une ellipse surbaissée |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408538m%2Ff580.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}
• {{Cite book |last=Fortet |first=D |url=https://gallica.bnf.fr/ark:/12148/bpt6k4085390/f25.image.r= |title=Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1883 |pages=26–33 |language=fr |chapter=Calcul et tracé des panneaux de voûtes biaise |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k4085390%2Ff25.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}
• {{Cite book |last=Croizette Desnoyers |first=Philippe |title=Cours de construction des ponts |date=1885 |publisher=Vve Dunod |location=Paris |language=fr}}
• {{Cite book |last1=Degrand |first1=Eugène |title=Ponts en maçonnerie |last2=Resal |first2=Jean |date=1887 |publisher=Baudry et Cie |volume=2: Construction |location=Paris |language=fr}}
• {{Cite book |last=Villarceau |first=Yvon |url=https://archive.org/details/bub_gb_7WfL7oIDU3gC?view=theater#page/n5/mode/2up |title=Sur l'établissement des arches de pont, envisagé au point de vue de la plus grande stabilité. Mémoire accompagné de tables pour faciliter les applications numériques |date=1853 |publisher=Imprimerie impériale |location=Paris |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Farchive.org%2Fstream%2Fbub_gb_7WfL7oIDU3gC%23page%2Fn5%2Fmode%2F2up#federation=archive.wikiwix.com&tab=url |archive-date=May 21, 2023}}
• {{Cite book |last=Villarceau |first=Yvon |url=https://gallica.bnf.fr/ark:/12148/bpt6k3258x/f9.image |title=Mémoires de l'Académie des sciences de l'Institut de France |date=1889 |publisher=Gauthier-Villars |location=Paris |pages=1–133 |language=fr |chapter=Supplément au mémoire sur l'établissement des arches de pont |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k3258x%2Ff9.image#federation=archive.wikiwix.com&tab=url |archive-date=September 19, 2024}}
• {{Cite book |last=Blot |first=G |url=https://gallica.bnf.fr/ark:/12148/bpt6k408565h/f638.image.r= |title=Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur |date=1896 |pages=663–680 |language=fr |chapter=Note sur l'appareil hélicoïdal des voûtes biaises par la méthode Theuil |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fgallica.bnf.fr%2Fark%3A%2F12148%2Fbpt6k408565h%2Ff638.image.r%3D#federation=archive.wikiwix.com&tab=url |archive-date=May 29, 2019}}

• {{Cite book |last=de Dartein |first=Fernand |title=Études sur les ponts en pierre remarquables par leur décoration antérieurs au XIXe siècle |date=1912 |publisher=Librairie polytechnique Beranger |location=Paris |language=fr}}
• {{Cite book |last=Séjourné |first=Paul |title=Grandes voûtes |date=1913–1916 |publisher=Impr. Vve Tard |location=Bourges |language=fr}}
• {{Cite book |last=Jouret |first=Auguste |title=Paul Séjourné |date=1946 |publisher=Impr. réunies |location=Lyon |language=fr}}
• {{Cite book |last= |first= |title=Encyclopédie pratique du Bâtiment et des Travaux Publics : Tome I |date=1952 |publisher=Librairie Aristide Quillet |location=Paris |language=fr}}
• {{Cite book |last= |first= |title=Encyclopédie pratique du Bâtiment et des Travaux Publics : Tome II |date=1952 |publisher=Librairie Aristide Quillet |location=Paris |language=fr}}
• {{Cite book |last= |first= |title=Encyclopédie pratique du Bâtiment et des Travaux Publics : Tome III |date=1952 |publisher=Librairie Aristide Quillet |location=Paris |language=fr}}
• {{Cite book |last=Valette |first=Roger |title=La construction des ponts |date=1958 |publisher=Éditions Dunod |location=Paris |language=fr}}
• {{Cite book |last=Radenkovic |first=Dragos |title=Théorie des charges limites. Séminaire de Plasticité |date=1962 |publisher=J. MANDEL Ed. P.S.T. Min. Air, no 116 |location= |pages=129–142 |language=fr}}
• {{Cite book |last=Beckett |first=Derrick |title=Bridges |date=1969 |publisher=Paul Hamlyn |location=London |language=fr}}
• {{Cite book |last1=Coussy |first1=O |title=Analyse de la stabilité des ouvrages en terre par le calcul à la rupture. Annales des Ponts et Chaussées, 4etrimestre, 1979 : pp. ?-35. |last2=Salençon |first2=J |date=1979 |publisher= |location= |language=fr}}
• {{Cite book |last=Rivière |first=P |title=Évaluation de la stabilité des ponts maçonnerie |date=1980 |publisher=Laboratoire régional d'Angers. CETE de l'Ouest |location=Angers |language=fr}}
• {{Cite book |last=SETRA |title=Les Ponts en maçonnerie |date=1982 |publisher=Bagneux, ministère des Transports, Direction des routes |location= |language=fr}}
• {{Cite book |last=Grattesat |first=Guy |title=Conception des ponts |date=1984 |publisher=Eyrolles |location= |language=fr}}
• {{Cite book |last1=Bernard-Gély |first1=Anne |url=https://books.google.com/books?id=FLHLwujTDJAC |title=Conception des ponts |last2=Calgaro |first2=Jean-Armand |date=1994 |publisher=Presses des Ponts et Chaussées |isbn=2-85978-215-X |location=Paris |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.com%2Fbooks%3Fid%3DFLHLwujTDJAC%26printsec%3Dfrontcover#federation=archive.wikiwix.com&tab=url |archive-date=March 30, 2021}}
• {{Cite book |last=Salençon |first=Jean |url=https://books.google.com/books?id=4sYWaRjcnOUC&q=Th%C3%A9or%C3%A8mes+limites+pour+un+mat%C3%A9riau+de+Coulomb |title=De l'élasto-plasticité au calcul à la rupture |date=2002 |publisher=Éditions de l'École polytechnique |isbn=978-2-7302-0915-1 |location=Paris |language=fr |archive-url=https://archive.wikiwix.com/cache/index2.php?url=https%3A%2F%2Fbooks.google.fr%2Fbooks%3Fid%3D4sYWaRjcnOUC%26printsec%3Dfrontcover%26dq%3DTh%25C3%25A9or%25C3%25A8mes%2Blimites%2Bpour%2Bun%2Bmat%25C3%25A9riau%2Bde%2BCoulomb#federation=archive.wikiwix.com&tab=url |archive-date=September 18, 2024}}
• {{Cite book |last=Delbecq |first=Jean-Michel |url=https://dtrf.cerema.fr/pdf/pj/Dtrf/0000/Dtrf-0000487/DT487.pdf?openerPage=notice |title=Ponts en maçonnerie. Historique et Constitution. Évaluation de la stabilité. Guide pour l'utilisation du programme VOÛTE |date=1982 |publisher=Ministère des Transports. Direction des routes |location= |language=fr |archive-url=https://archive.wikiwix.com/cache/display2.php/DT487.pdf?url=http%3A%2F%2Fdtrf.setra.fr%2Fpdf%2Fpj%2FDtrf%2F0000%2FDtrf-0000487%2FDT487.pdf%3FopenerPage%3Dnotice |archive-date=September 18, 2024}}
• {{Cite book |last=Fragnet |first=M |url=https://dtrf.cerema.fr/pdf/pj/Dtrf/0000/Dtrf-0000419/DT419.pdf?openerPage=notice |title=Ponts en maçonnerie. Protection contre l'action des eaux. Guide technique |date=1992 |publisher=Sétra |location= |language=fr |archive-url=https://archive.wikiwix.com/cache/display2.php/DT419.pdf?url=http%3A%2F%2Fdtrf.setra.fr%2Fpdf%2Fpj%2FDtrf%2F0000%2FDtrf-0000419%2FDT419.pdf%3FopenerPage%3Dnotice |archive-date=September 18, 2024}}
• {{Cite book |last= |first= |url=https://dtrf.cerema.fr/pdf/pj/Dtrf/0002/Dtrf-0002833/DT2833.pdf?openerPage=notice |title=Élargissement des ponts en maçonnerie. Guide technique |date=2001 |publisher=Sétra |location= |language=fr |archive-url= |archive-date=}}
• {{Cite book |last=Domède |first=Nathalie |title=Méthode de requalification des ponts en maçonnerie |date=2006 |publisher=XXIVe Rencontres Universitaires de Génie Civil |location= |language=fr}}
• {{Cite book |last=Guide technique |title=Cours d'eau et ponts |date=2007 |publisher=SETRA |isbn=978-2-11-094626-3 |location=Bagneux |language=fr}}

{{Sister project links}}

• {{Cite web |title=Structurae |url=https://structurae.net/de/ |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fwww.structurae.de%2F |archive-date=September 19, 2024}} (International database and gallery of engineering structures)
• {{Cite web |title=Les Ponts en maçonnerie |url=http://cataloguesetra.documentation.equipement.gouv.fr/documents/Cataloguesetra/0000/Dtrf-0000487/DT487.pdf |archive-url=https://archive.wikiwix.com/cache/index2.php?url=http%3A%2F%2Fcataloguesetra.documentation.equipement.gouv.fr%2Fdocuments%2FCataloguesetra%2F0000%2FDtrf-0000487%2FDT487.pdf%2Findex.html#federation=archive.wikiwix.com&tab=url |archive-date=November 4, 2021 |website=Service d'études sur les transports, les routes et leurs aménagements |language=fr}}

Category:Arch bridges

Category:Stone bridges