Soil sloughing

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Soil sloughing is soil falling off banks and slopes due to a loss in cohesion. [1] Soil sloughs off for the same reasons as landslides in general, with very wet soil being among the leading factors. [2] Sloughing is a relatively shallow phenomenon involving the uppermost layers of the soil. [3] Bare soils are more likely to slough than soils with plant cover in part because the roots help hold the surface against gravity. [4] Unabated soil sloughing can end in massive bank or slope failure. [5]

Contents

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. [6] The shear force is a function of cohesion, [7] normal stress on rupture surface, [8] and angle of internal friction. [9] Shear force is significantly impacted by drainage conditions. [10] Increasing water content would lead to a weaker shear strength, which in turn decreases the cohesion, leading to soil sloughing. [11]

Vegetation

The likelihood of soil sloughing can increase after vegetation is removed along banks and slopes. [12] Vegetation provides root strength and modifies the saturated soil water regime to stabilize the soil. [12] 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. [12] The contribution of trees to slope stability (root reinforcement) is mainly ensured by large roots. [13]

Soil Water

Due to precipitation, seasonal changes in Water content can lead to soil sloughing. [12] 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 slope failure. [12] Active pore water pressure can reduce the shear strength by up to 60% and lower cohesion through leaching and eluviation. [12] The loss of root strength following harvesting decreases the safety factor to a level where a moderate storm with associated pore water pressure rise can result in slope failure, despite of increased root reinforcement thereafter. [12] Vegetation helps removing some excess soil moisture by evapotranspiration. [12] Most slope failures by storms occur when the soil is saturated. [14] Moreover, Soil moisture in deforested areas is higher than in forested areas. [12]

See also

References

  1. McLemore, Virginia T. (2008). Basics of metal mining influenced water. Littelton, Colorado: Society for Mining, Metallurgy, and Exploration. p. 88. ISBN   978-0873352598 . Retrieved 2 January 2026.
  2. Römkens, Mathias J. M.; Helming, Katharina; Prasad, Shivaram Narasimha (3 January 2002). "Soil erosion under different rainfall intensities, surface roughness, and soil water regimes". Catena. 46 (2–3): 103–23. doi:10.1016/S0341-8162(01)00161-8 . Retrieved 2 January 2026.
  3. Nearing, Mark A.; Bradford, J. M.; Parker, S. C. (March–April 1991). "Soil detachment by shallow flow at low slopes". Soil Science Society of America Journal . 55 (2): 339–44. doi:10.2136/sssaj1991.03615995005500020006x . Retrieved 2 January 2026.
  4. Reubens, Bert; Poesen, Jean; Danjon, Frédéric; Geudens, Guy; Muys, Bart (29 March 2007). "The role of fine and coarse roots in shallow slope stability and soil erosion control with a focus on root system architecture: a review". Trees. 21 (4): 385–402. doi:10.1007/s00468-007-0132-4 . Retrieved 2 January 2026.
  5. "Indicators of potentially unstable slopes" (PDF). Sound Native Plants. Olympia, Washington. Retrieved 2 January 2026.
  6. Shahangian, Shakar (2011). "Variable cohesion model for soil shear strength evaluation". International Society for Soil Mechanics and Geotechnical Engineering . Retrieved 2 January 2026.
  7. Yokoi, Hajime (29 March 2012). "Relationship between soil cohesion and shear strength". Soil Science and Plant Nutrition. 14 (3): 89–93. doi:10.1080/00380768.1968.10432750 . Retrieved 2 January 2026.
  8. Léonard, Joël; Richard, Guy (22 August 2004). "Estimation of runoff critical shear stress for soil erosion from soil shear strength". Catena. 57 (3): 233–49. doi:10.1016/j.catena.2003.11.007 . Retrieved 2 January 2026.
  9. Rasti, Aezou; Adarmanabadi, Hamid Ranjkesh; Pineda, Maria; Reinikainen, Jesse (21 February 2021). "Evaluating the effect of soil particle characterization on internal friction angle". American Journal of Engineering and Applied Sciences. 14 (1): 129–38. doi: 10.3844/ajeassp.2021.129.138 .
  10. Labuz, Joseph F.; Zang, Arno (1 November 2012). "Mohr–Coulomb failure criterion". Rock Mechanics and Rock Engineering. 45 (6): 975–9. Bibcode:2012RMRE...45..975L. doi:10.1007/s00603-012-0281-7. ISSN   1434-453X. S2CID   53556100 . Retrieved 2 January 2026.
  11. Matsushi, Yuki; Matsukura, Yukinori (5 January 2006). "Cohesion of unsaturated residual soils as a function of volumetric water content". Bulletin of Engineering Geology and the Environment . 65 (4): 449–55. doi:10.1007/s10064-005-0035-9 . Retrieved 2 January 2026.
  12. 1 2 3 4 5 6 7 8 9 Ziemer, Robert R. (1981). "The role of vegetation in the stability of forested slopes" (PDF). research.fs.usda.gov/psw. Retrieved 2 January 2026.
  13. Giadrossich, Filippo; Cohen, Denis; Schwarz, Massimiliano; Ganga, Antonio; Marrosu, Roberto; Pirastru, Mario; Capra, Gian Franco (30 June 2019). "Large roots dominate the contribution of trees to slope stability". Earth Surface Processes and Landforms . 44 (8): 1602–9. doi:10.1002/esp.4597 . Retrieved 2 January 2026.
  14. Igwe, Ogbonnaya; Fukuoka, Hiroshi (23 April 2014). "The effect of water-saturation on the stability of problematic slopes at the Iva Valley area, Southeast Nigeria". Arabian Journal of Geosciences. 8 (5): 3223–33. doi:10.1007/s12517-014-1398-7 . Retrieved 2 January 2026.