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A Comprehensive Review on Rainfall-Induced Slope Failures: Mechanism, Models, and Influencing Factors

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Earth Retaining Structures and Stability Analysis (IGC 2021)

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 303))

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Abstract

Rainfall is one of the most common reasons for landslides, especially in tropical regions. The ever-increasing utilization of slopes has posed serious pressure. Failure of slopes has caused significant damage to economy and infrastructure. This paper throws light on stability analysis of slopes failed due to rainfall. The mechanism, concepts, analytical and numerical model, and various influencing factors are discussed in detail. Factors influencing the stability of a slope when subjected to rainfall can be broadly classified into geotechnical and hydrological domains. In light of reviews done, a typical slope, which had undergone failure during rainfall, is analyzed in RS2 using in-situ information to understand the reason of failure.

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References

  1. Varnes DJ (1958) Landslide types and processes. Highw Res Board. Spec Rep no 29

    Google Scholar 

  2. Lumb P (1962) The properties of decomposed granite. Géotechnique 12(3):226–243. https://doi.org/10.1680/geot.1962.12.3.226

    Article  Google Scholar 

  3. Rahardjo H, Leong EC, Rezaur RB (2008) Effect of antecedent rainfall on pore-water pressure distribution characteristics in residual soil slopes under tropical rainfall. Hydrol Process 22(4):506–523. https://doi.org/10.1002/hyp.6880

    Article  Google Scholar 

  4. Senthilkumar V, Chandrasekaran SS, Maji VB (2018) Rainfall-induced landslides: case study of the Marappalam landslide, Nilgiris district, Tamil Nadu, India. Int J Geomech 18(9):5018006. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001218

    Article  Google Scholar 

  5. Fourie AB (1996) Predicting rainfall-induced slope instability. Proc Inst Civ Eng Geotech Eng 119(4):211–218. https://doi.org/10.1680/igeng.1996.28757

  6. Rezaur RB, Rahardjo H, Leong EC, Lee TT (2003) Hydrologic behavior of residual soil slopes in Singapore. J Hydrol Eng 8(3):133–144. https://doi.org/10.1061/(ASCE)1084-0699(2003)8:3(133)

    Article  Google Scholar 

  7. Alsubal S, bin Sapari N, Harahap ISH, Al-Bared MAM (2019) A review on mechanism of rainwater in triggering landslide. IOP Conf Ser Mater Sci Eng 513(1):012009. https://doi.org/10.1088/1757-899X/513/1/012009

  8. Collins BD, Znidarcic D (2004) Stability analyses of rainfall induced landslides. J Geotech Geoenviron Eng 130(4):362–372. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:4(362)

    Article  Google Scholar 

  9. Wang G, Sassa K (2001) Factors affecting rainfall-induced flowslides in laboratory flume tests. Géotechnique 51:587–599. https://doi.org/10.1680/geot.51.7.587.51386

    Article  Google Scholar 

  10. Cascini L, Cuomo S, Manuel, Sorbino G (2010) Modeling of rainfall-induced shallow landslides of the flow-type. J Geotech Geoenviron Eng 136(1):85-98. https://doi.org/10.1061/ASCEGT.1943-5606.0000182

  11. Johnson KA, Sitar N (1990) Hydrologic conditions leading to debris-flow initiation. Can Geotech J 27(6):789–801. https://doi.org/10.1139/T90-092

    Article  Google Scholar 

  12. Montgomery DR, Dietrich WE, Heffner JT (2002) Piezometric response in shallow bedrock at CB1: implications for runoff generation and landsliding. Water Resour Res 38(12):10–11. https://doi.org/10.1029/2002WR001429

    Article  Google Scholar 

  13. Cascini L, Guida D, Nocera N, Romanzi G, Sorbino G (2000) A preliminary model for the landslides of May 1998 in Campania region. In: Evangelista A, Picarelli L (eds) Proc 2nd Int symp on the geotechnics of hard soils-soft rocks, Napoli: 1623–1649

    Google Scholar 

  14. McSaveney MJ, Griffiths GA (1987) Drought, rain, and movement of a recurrent earthflow complex in New Zealand. Geology 15(7):643–646. https://doi.org/10.1130/0091-7613(1987)15%3c643:DRAMOA%3e2.0.CO;2

    Article  Google Scholar 

  15. Liu G, Tong F, Zhao Y, Tian B (2018) A force transfer mechanism for triggering landslides during rainfall infiltration. J Mt Sci 15(11):2480–2491. https://doi.org/10.1007/S11629-018-5043-X

  16. Assouline S (2013) Infiltration into soils: conceptual approaches and solutions. Water Resour Res 49(4):1755–1772. https://doi.org/10.1002/WRCR.20155

    Article  Google Scholar 

  17. Heber Green W, Ampt GA (1911) Studies on soil Physics. J Agric Sci 4(1):1–24. https://doi.org/10.1017/S0021859600001441

  18. Lumb P (1975) Slope failures in Hong Kong. Q J Eng Geol 8(1):31–65. https://doi.org/10.1144/GSL.QJEG.1975.008.01.02

    Article  Google Scholar 

  19. Gavin K, Xue J (2008) A simple method to analyze infiltration into unsaturated soil slopes. Comput Geotech 35(2):223–230. https://doi.org/10.1016/J.COMPGEO.2007.04.002

    Article  Google Scholar 

  20. Chen MYL (2006) Green-Ampt infiltration model for sloping surface. Water Resour Res 42:1–9

    Article  Google Scholar 

  21. Ng CWW, Shi Q (1998) A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage. Comput Geotech 22(1):1–28. https://doi.org/10.1016/S0266-352X(97)00036-0

    Article  Google Scholar 

  22. Richards LA (1931) Capillary conduction of liquids through porous mediums. Physics 1:318–333. https://doi.org/10.1063/1.1745010

  23. Basha HA (2000) Multidimensional linearized nonsteady infiltration toward a shallow water table. Water Resour Res 36(9):2567–2573. https://doi.org/10.1029/2000WR900150

    Article  Google Scholar 

  24. Chen J-M, Tan Y-C, Chen C-H (2001) Multidimensional infiltration with arbitrary surface fluxes. J Irrig Drain Eng 127(6):370–377. https://doi.org/10.1061/(ASCE)0733-9437(2001)127:6(370)

    Article  Google Scholar 

  25. Yuan F, Lu Z (2005) Analytical solutions for vertical flow in unsaturated, rooted soils with variable surface fluxes. Vadose Zo J 4(4):1210–1218. https://doi.org/10.2136/VZJ2005.0043

    Article  Google Scholar 

  26. Zhang LL, Zhang J, Zhang LM, Tang WH (2011) Stability analysis of rainfall induced slope failure: a review. Proc Inst Civ Eng Geotech Eng 164(5):299–316. https://doi.org/10.1680/geng.2011.164.5.299

    Article  Google Scholar 

  27. Gasmo JM, Rahardjo H, Leong E (2000) Infiltration effects on stability of a residual soil slope. Comput Geotech 26:145–165. https://doi.org/10.1016/S0266-352X(99)00035-X

    Article  Google Scholar 

  28. Cai F, Ugai K (2004) Numerical analysis of rainfall effects on slope stability. Int J Geomech 4(2):69–78. https://doi.org/10.1061/(ASCE)1532-3641(2004)4:2(69)

    Article  Google Scholar 

  29. Huang M, Jia C-Q (2009) Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage. Comput Geotech 36(1–2):93–101. https://doi.org/10.1016/j.compgeo.2008.03.006

    Article  MathSciNet  Google Scholar 

  30. Rahardjo H, Lee TT, Leong EC, Rezaur RB (2005) Response of a residual soil slope to rainfall. Can Geotech J 42(2):340–351. https://doi.org/10.1139/t04-101

    Article  Google Scholar 

  31. Ali A, Huang J, Lyamin AV, Sloan SW, Cassidy M (2014) Boundary effects of rainfall-induced landslides. Comput Geotech 61:341–354. https://doi.org/10.1016/j.compgeo.2014.05.019

    Article  Google Scholar 

  32. Samanta SK, Majumdar RK (2020) Identification of landslide-prone slopes at Paglajhora area, Darjeeling Himalaya, India. Landslides 17(11):2643–2657. https://doi.org/10.1007/s10346-020-01472-w

    Article  Google Scholar 

  33. Petley DN et al (2007) Trends in landslide occurrence in Nepal. Nat Hazards 43(1):23–44. https://doi.org/10.1007/s11069-006-9100-3

    Article  Google Scholar 

  34. Desai M (2005) Geological survey for suggesting remedial measures in respect of rehabilitation of NH-55 and Giddha Pahar area at Km 34 of NH-55 in the district of Darjeeling, West Bengal. Netaji Institute for Asian Sciences

    Google Scholar 

  35. Mandal S (2015) A comprehensive review on Paglajhora sinking zone landslide in the Shivkhola watershed of Darjeeling Himalaya. Int J Geol Earth Environ Sci 5(2):156–170

    Google Scholar 

  36. Özbek A, Gül M, Karacan E, Alca Ö (2018) Anisotropy effect on strengths of metamorphic rocks. J Rock Mech Geotech Eng 10(1):164–175. https://doi.org/10.1016/j.jrmge.2017.09.006

    Article  Google Scholar 

  37. Hoek E, Carranza C, Corkum B (2002) Hoek-brown failure criterion—2002 edition. Proc NARMS-TAC Conf, Toronto 1:267–273

    Google Scholar 

  38. Zhang L (2008) A generalized three-dimensional Hoek-Brown strength criterion. Rock Mech Rock Eng 41(6):893–915. https://doi.org/10.1007/s00603-008-0169-8

    Article  Google Scholar 

  39. Dev H (2017) Deformability characteristics of Garnetiferous Quartzo-Feldspathic Gneiss rock mass—a case study. Int J Innov Res Sci Technol 3(9):64–68

    Google Scholar 

  40. Das UK, Saikia BD (2011) Evaluation of a prediction model for shear strength of unsaturated soils. Proc Indian Geotech Conf, Kochi:643–646

    Google Scholar 

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Correspondence to Vineet Gajamer .

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Gajamer, V., Kumar, A. (2023). A Comprehensive Review on Rainfall-Induced Slope Failures: Mechanism, Models, and Influencing Factors. In: Muthukkumaran, K., Umashankar, B., Pitchumani, N.K. (eds) Earth Retaining Structures and Stability Analysis. IGC 2021. Lecture Notes in Civil Engineering, vol 303. Springer, Singapore. https://doi.org/10.1007/978-981-19-7245-4_16

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  • DOI: https://doi.org/10.1007/978-981-19-7245-4_16

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  • Online ISBN: 978-981-19-7245-4

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