Soil sloughing
Soil sloughing is soil falling off banks and slopes due to a loss in cohesion.{{Cite book|title = Basics of Metal Mining Influenced Water|last = McLemore|first = Virginia|year = 2008|pages = 88}} Soil sloughs off for the same reasons as landslides in general, with very wet soil being among the leading factors.{{Cite book|title = Introduction to Soil Science: Soils of the Tropics|last1 = Yerima|first1 = Bernard|publisher = Trafford Publishing|year = 2005|pages = 359|last2 = van Ranst|first2 = E.}}{{Self-published inline|certain=yes|date=January 2018}} Sloughing is a relatively shallow phenomenon involving the uppermost layers of the soil. Bare soils are more likely to slough than [[Vegetation and slope stability|
soils with plant cover]] in part because the roots help hold the surface against gravity. Unabated soil sloughing can end in massive bank or slope failure.{{cite web |url=https://soundnativeplants.com/wp-content/uploads/Unstable_slopes.pdf |title=Indicators of potentially unstable slopes |access-date=2019-01-22 |work=Sound Native Plants}}
Impact on soil quality
According to the Mohr-Coulomb equation, the cohesion of a soil is defined as the shear strength at zero normal pressure on the surface of failure.{{Cite journal |last=Shahangian |first=S |date=2011 |title=Variable Cohesion Model for Soil Shear Strength Evaluation. |url=http://geoserver.ing.puc.cl/info/conferences/PanAm2011/panam2011/pdfs/GEO11Paper167.pdf |journal=Pan-AmCGS Geotechnical Conference}} The shear force is a function of cohesion, normal stress on rupture surface, and angle of internal friction. Shear force is significantly impacted by drainage conditions.{{Cite journal |last1=Labuz |first1=Joseph F. |last2=Zang |first2=Arno |date=2012-11-01 |title=Mohr–Coulomb Failure Criterion |url=https://doi.org/10.1007/s00603-012-0281-7 |journal=Rock Mechanics and Rock Engineering |language=en |volume=45 |issue=6 |pages=975–979 |doi=10.1007/s00603-012-0281-7 |bibcode=2012RMRE...45..975L |s2cid=53556100 |issn=1434-453X|doi-access=free }} Increasing water content would lead to a weaker shear strength, which in turn decreases the cohesion.{{Cite journal |last1=Huang |first1=Kun |last2=Wan |first2=J.-W |last3=Chen |first3=G. |last4=Zeng |first4=Y. |date=2012-09-01 |title=Testing study of relationship between water content and shear strength of unsaturated soils |url=https://www.researchgate.net/publication/292393583 |volume=33 |pages=2600–2604}} Moreover, when the soil water content passes a threshold value, the cohesion drops dramatically, impacting soil compaction and destabilizing soil structure, leading to soil sloughing.
= Vegetation =
The likelihood of soil sloughing can increase after vegetation is removed from the bank and slope.{{Cite journal |last=Robert |first=R. Ziemer |date=1981 |title=THE ROLE OF VEGETATION IN THE STABILITY OF FORESTED SLOPES |url=https://www.fs.fed.us/psw/publications/ziemer/ZiemerIUFRO1981.PDF |journal=Pacific Southwest Forest and Range Experiment Station Forest Service, U.S. Dept. Of Agric., 1700 Bayview Dr., Arcata, CA, USA.}} Vegetation provides root strength and modifies the saturated soil water regime to stabilize the soil. Plant roots can anchor into cracks in bedrock through soil mass and can pass through weak areas to more stable soils to provide interlocking long-fibre binders in weak soil blocks. It requires 137 tons of forces to break a soil mass reinforced by linden, which 130 tones are used to break the roots and only 7 tons are required to lead to bank failure.{{Cite journal |last=Turmanina |first=V.I |date=1963 |title=The magnitude of the reinforcing role of tree roots |journal=Moscow Univ. Herald, Scientific Jour |volume=series V, no. 4 |pages=78–80}}
= Soil Water =
Due to precipitation, seasonal changes in Water content can lead to soil sloughing. Soil sloughing is also an indicator of active soil movement and frequently requires action to reduce or prevent bank and slope failure. Soil water content is highly related to the mass erosion that leads to soil sloughing or even slopes failure. Active pore water pressure can reduce the shear strength by up to 60% and lower cohesion through leaching and eluviation. The loss of root strength following harvesting decreases the safety factor to a level where a moderate storm with associated pore water pressure rising can result in slope failure, despite the deforestation event that happened in the past and root reinforcement had increased. Vegetation help remove some quantity of soil moisture by evapotranspiration. Most slope failures by storms occur when the soil is saturated. Moreover, Soil moisture in the deforested area is higher than in forested areas.
See also
References
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