Boundary effects of rainfall-induced landslides

Computers and Geotechnics

Volumn 61, Issue , 2014, Pages 341-354

  Ali, Abid ^a   Huang, Jinsong ^a   Lyamin, A V ^a   Sloan, S W ^a   Cassidy, M J ^a,b  

^a UNIVERSITY OF NEWCASTLE   (Australia)

^b UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

Author keywords

Boundary conditions; Drainage; Hydraulic conductivity; Infinite slope; Landslides; Rainfall

Indexed keywords

BOUNDARY CONDITIONS; DRAINAGE; HYDRAULIC CONDUCTIVITY; RAIN;

BOUNDARY EFFECTS; FAILURE MECHANISM; IMPERMEABLE BOUNDARY; INFINITE SLOPE; PARTIALLY DRAINED; RAINFALL INDUCED LANDSLIDES; RAINFALL INTENSITY; SEEPAGE AND STABILITIES;

LANDSLIDES;

BOUNDARY CONDITION; DRAINAGE; HYDRAULIC CONDUCTIVITY; LANDSLIDE; PRECIPITATION INTENSITY; SEEPAGE; SLOPE; STABILITY ANALYSIS;

EID: 84904103626     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2014.05.019     Document Type: Article

References (27)

1. Bishop A.W. The effective stress principle. Teknisk Ukeblad 1959, 39:859-863.
2. Brand EW. Landslides in South Asia: a state-of-art report. In: 4th International symposium on landslides, Toronto; 1984.
3. Cheng YG. Numerical simulation of unsaturated flow using modified transformation methods. In: Civil Engineering. National University of Singapore; 2008. p. 259.
4. Cho S.E., Lee S.R. Evaluation of surficial stability for homogeneous slopes considering rainfall characteristics. J Geotechn Geoenviron Eng 2002, 128(9):756-763.
5. Collins B.D., Znidarcic D. Stability analyses of rainfall induced landslides. J Geotechn Geoenviron Eng 2004, 130(4):362-372.
6. Fourie A.B. Predicting rainfall-induced slope instability. Proc ICE-Geotechn Eng 1996, 119(4):211-218.
7. Fredlund D.G., Rahardjo H. Soil mechanics for unsaturated soils 1993, John Wiley & Sons Inc., New York.
8. Iverson R.M. Landslide triggering by rain infiltration. Water Resour Res 2000, 36(7):1897-1910.
9. Kasim FB, Fredlund DG, Gan JKM. Effect of steady state rainfall on long term matric suction conditions on slopes. In: Proceedings of the second international conference on unsaturated soils. Beijing, China; 1998.
10. Lee L.M., Kassim A., Gofar N. Performances of two instrumented laboratory models for the study of rainfall infiltration into unsaturated soils. Eng Geol 2011, 117(1-2):78-89.
11. Li W.C., Lee L.M., Cai H., Li H.J., Dai F.C., Wang M.L. Combined roles of saturated permeability and rainfall characteristics on surficial failure of homogeneous soil slope. Eng Geol 2013, 153:105-113.
12. Lu N., Godt J.W. Infinite slope stability under steady unsaturated seepage conditions. Water Resour Res 2008, 44(11):W11404.
13. Ng C.W.W., Shi Q. A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage. Comput Geotech 1998, 22(1):1-28.
14. Rahardjo H., Lim T.T., Chang M.F., Fredlund D.G. Shear-strength characteristics of a residual soil. Can Geotechn J 1995, 32(1):60-77.
15. Richards L.A. Capillary conduction of liquids through porous mediums. Physics 1931, 1(5):318-333.
16. Simunek J., van Genuchten M.T., Sejna M. The Hydrus-1D software package for simulating the movement of water, heat, and multiple solutes in variably saturated media, Version 4.16, HYDRUS Software Series 3 2013, Department of Environmental Sciences, University of California Riverside, Riverside, California, USA, p. 340.
17. Tsai T.L. The influence of rainstorm pattern on shallow landslide. Environ Geol 2008, 53(7):1563-1569.
18. Tsai T.L. Influences of soil water characteristic curve on rainfall-induced shallow landslides. Environ Earth Sci 2011, 64(2):449-459.
19. Tsai T.L., Chen H.F. Effects of degree of saturation on shallow landslides triggered by rainfall. Environ Earth Sci 2010, 59(6):1285-1295.
20. Tsai T.L., Chiang S.J. Modeling of layered infinite slope failure triggered by rainfall. Environ Earth Sci 2013, 68(5):1429-1434.
21. Tsai T.L., Yang J.C. Modeling of rainfall-triggered shallow landslide. Environ Geol 2006, 50(4):525-534.
22. Tsaparas I., Rahardjo H., Toll D.G., Leong E.C. Controlling parameters for rainfall-induced landslides. Comput Geotechn 2002, 29(1):1-27.
23. van Genuchten M.T. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 1980, 44(5):892-898.
24. Vanapalli S.K., Fredlund D.G., Pufahl D.E., Clifton A.W. Model for the prediction of shear strength with respect to soil suction. Can Geotechn J 1996, 33(3):379-392.
25. White J.A., Singham D.I. Slope stability assessment using stochastic rainfall simulation. Procedia Comput Sci 2012, 9:699-706.
26. Zhan T.L.T., Jia G.W., Chen Y.M., Fredlund D.G., Li H. An analytical solution for rainfall infiltration into an unsaturated infinite slope and its application to slope stability analysis. Int J Numer Anal Methods Geomech 2012, 37(12):1737-1760.
27. Zhan T.L.T., Ng C.W.W. Analytical analysis of rainfall infiltration mechanism in unsaturated soils. Int J Geomech 2004, 4(4):273-284.