Abstract
Shallow slope failures that occur as a result of a decrease in matric suction after water infiltration from intense rains (unsaturated soil conditions) are the main causes of slope instability in tropical and subtropical regions. This study analyzes the occurrence of shallow landslides in a highway cutting of residual soil originating from aeolian sandstone. Characterization of failure mechanisms and stability analyses have been carried out in different scenarios and supported by surface and subsurface investigations, instrumentation and monitoring of rainfall, matric suction, and water level, field tests, and laboratory tests. The results indicate that the reduction in matric suction induced by rainwater infiltration is the triggering mechanism of slope failure. Conventional slope stability analyses and analyses incorporating unsaturated seepage models present results compatible with the hydrological and geotechnical data collected in the study. On the basis of these analyses, and considering the frequent rainfall events in the study area, a critical geometric configuration is proposed for the triggering of landslides in highway cutting slopes of residual soils of aeolian sandstone.
Similar content being viewed by others
References
Abramento M, Pinto CS (1993) Resistência ao cisalhamento de solo coluvionar não saturado das encostas da Serra do Mar. Solos Rochas 3(16):145–158
Barreto CEAG, Wendland E, Marcuzzo FFN (2009) Estimativa da evapotranspiração a partir do nível estático de aquífero. Eng Agríc Jaboticabal 29(1):52–61
Blatz JA, Ferreira NJ, Graham J (2004) Effect of near-surface environmental conditions on instability of an unsaturated soil slope. Can Geotech J 41(6):959–971
Brand EW (1985) Predicting the perfomance of residual soil slopes (theme lecture). In: Proceedings International Conference on Soil Mechanics and Foundation Engineering, 11, 1985, San Francisco. pp 2541–2578
Calle JAC (2000) Análise de ruptura de talude em solo não saturado. Dissertação (Mestrado), Universidade de São Paulo, São Carlos
Cardoso Júnior CR (2006) Estudo do comportamento de um solo residual de gnaisse não saturado para avaliar a influência da infiltração na estabilidade de taludes. Dissertação (Mestrado), Universidade de São Paulo, São Paulo
Cho SE, Lee SR (2001) Instability of unsaturated soil slopes due to infiltration. Comput Geotech 28:185–208
Collins BD, Znidarcic D (2004) Stability analyses of rainfall induced landslides. J Geotech Geoenviron 130(4):362–372
Fernandes M A (2016) Estudo dos mecanismos de instabilização em um talude de solo arenoso não saturado localizado na região centro-oeste paulista. Tese (Doutorado)s, Universidade de São Paulo, São Carlos
Fredlund DG (2002) Use of the soil-water characteristic curve in the implementation of unsaturated soil mechanics. In: International Conference on Unsaturated Soils, 3. Recife. Proceedings… Netherlands: A.A. Balkema, 2002. p 887–902
Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. John Wiley, New York
Fredlund DG, Xing A (1994) Equations for the soil-water characteristic curve. Can Geotech J 32(3):521–532
Fredlund DG, Morgenstern NR, Widger RA (1978) The shear strength of unsaturated soils. Can Geotech J 15:313–321
Gardner WR (1958) Some steady-state solutions of the unsaturated moisture flow equation with application to evaporation from a water table. Soil Sci 85(4):228–232
Gasmo JM, Rahardjo H, Leong EC (2000) Infiltration effects on stability of a residual soil slope. Comput Geotech 26:145–165
GEOSLOPE International Ltd. (2017) Heat and mass transfer modeling with GeoStudio 2018 (2nd 3dn). Calgary, Alberta
Gofar N, Lee LM, Asof M (2006) Transient seepage and slope stability analysis for rainfall-induced landslide: a case study. Malaysian J of Civil Eng 18(1):1–13
Guidicini G, Wolle CM, Moruzzi C (1976) Um caso de instrumentação de maciços na Rodovia dos Imigrantes. Seminário Dersa 1:78–89
Hamdhan I, Shweiger H (2013) Finite element method–based analysis of an unsaturated soil slope subjected to rainfall infiltration. Int J Geomech 13(5):653–658
Kim YT, Lee JS (2013) Slope stability characteristic of unsaturated weathered granite soil in Korea considering antecedent rainfall. In: Proceedings Geo-Congress, 2013, San Diego. pp 394–401
Krahn J, Fredlund DG, Klassen MJ (1989) Effect of soil suction on slope stability at Notch Hill. Can Geotech J 26(2):269–278
Lee LM, Gofar N, Rahardjo H (2009) A simple model for preliminary evaluation of rainfall-induced slope instability. Eng Geol 108(3/4):272–285
Lim TT, Rahardjo H, Chang MF (1996) Effect of rainfall on matric suctions in a residual soil slope. Can Geotech J 33(2):618–628
Lu N, Godt J (2008) Infinite slope stability under steady unsaturated seepage conditions. Water Resour Res 44(W11404):1–13
Lu N, Likos WJ (2004) Unsaturated soil mechanics. Wiley, New York
Lumb P (1975) Slope failures in Hong Kong. Q J Eng Geol 8:31–65
Matos MM (1974) Stability of slopes in residual soils. 1974. Dissertation (M.Sc.) – University of Alberta, Canada. 234p
Meriggi R, Di Marco C, Pavoni R (2002) A Parametric analysis of colluvial slope stability during heavy rainfalls. In: Proceedings International Conference on Unsaturated Soils, 3, 2002, Recife.
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
Nogami JS, Villibor DF (1979) Soil characterization of mapping units for highway purposes in a tropical area. Bull Int Assoc Eng Geol 19:196–199
Pejon OJ (1992) Mapeamento geotécnico da folha de Piracicaba-SP (escala 1:100.000): estudo de aspectos metodológicos, de caracterização e de apresentação dos atributos. 1992. 224 f. Tese (Doutorado), Universidade de São Paulo, São Carlos
Rahardjo H, Lim TT, Chang MF, Fredlund DG (1995) Shear-strength characteristics of a residual soil. Can Geotech J 32(1):60–77
Rahardjo H, Leong EC, Rezaur RB (2002) Studies of rainfall-induced slope failures. In: Proceedings National Seminar, 2002, Bandung. pp 15–29
Rahardjo H Ong TH, Rezaur RB, Leong EC (2007) Factors controlling instability of homogeneous soil slopes under rainfall. J Geotech Geoenviron Eng 133(12):1532–1543
Reder A, Rianna G, Pagano L (2018) Physically based approaches incorporating evaporation for early warning predictions of rainfall-induced landslides. Nat Hazards Earth Syst Sci 18:613–631
Richards BG (1931) Capillary conduction of liquids through porous mediums. J Appl Phys 1(5):318–333
Santos CR (2004) Análise paramétrica da infiltração e sua influência na estabilidade de taludes em solo não saturado. Dissertação (Mestrado), Universidade de São Paulo, São Carlos
Trandafir AC et al (2008) Monitored and simulated variations on matric suction during rainfall in a residual soil slope. Environ Geol 55(5):951–961
Tsaparas I et al (2002) Controlling parameters for rainfall-induced landslides. Comput Geotech 29:1–27
Van Genuchten MT (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44(55):892–898
Vargas M, Pichler E (1957) Residual soil and rock slides in Santos (Brazil). In: Proceedings International Conference on Soil Mechanics and Foundation Engineering, 4, London v.2, pp 61–71
Vilar OM (2007) An expedite method to predict the shear strength of unsaturated soils. Soils and Rocks 30(1):51–61
Wolle C et al (1978) A slide mechanism in the slopes of the Serra do Mar, Southeastern Brazil. In: Proceedings International Conference on Soil Mechanics and Foundation Engineering, 3, Madrid. 14 pp
Zambrana VD (2014) Análise numérica da influência de chuvas externas na estabilidade de taludes. 2014. Dissertação (Mestrado), Universidade de São Paulo, São Paulo
Zhang J, Jiao JJ, Yang J (2000) In situ rainfall infiltration studies at a hillside in Hubei Provence, China. Eng Geol 57(1):31–38
Zhang TLT, Ng CWW, Fredlund DG (2006) Instrumentation of an unsaturated expansive soil slope. Geotech Test J 30:1–11
Acknowledgments
The authors gratefully acknowledge the financial support of the Brazilian research funding agencies FAPESP (Fundação de Amparo à Pesquisa do Estado de São Paulo) and CAPES (Coordenação de Aperfeiçoamento de Pessoal de Nível Superior).
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare that they have no conflict of interest regarding the publication of this paper.
Rights and permissions
About this article
Cite this article
Augusto Filho, O., Fernandes, M.A. Landslide analysis of unsaturated soil slopes based on rainfall and matric suction data. Bull Eng Geol Environ 78, 4167–4185 (2019). https://doi.org/10.1007/s10064-018-1392-5
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10064-018-1392-5