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Original Articles

Numerical analysis of landslides caused by rainfall in a reduced physical slope model

, , &
Pages 1449-1470 | Received 02 May 2018, Accepted 04 Feb 2019, Published online: 23 Mar 2019

References

  • Batali, L., & Andreea, C. (2016). Slope stability analysis using the unsaturated stress analysis: Case study. Procedia Engineering, 143, 284–291. doi:10.1016/j.proeng.2016.06.036
  • Bishop, A. W. (1959). The principle of effective stress. Tecnisk Ukeblad, 39, 859–863.
  • Borja, R. I., Liu, X., & White, J. A. (2012). Multiphysics hillslope processes triggering landslides. Acta Geotechnica, 7(4), 261–269. doi:10.1007/s11440-012-0175-6
  • Chen, P., Ning Lu, F. A. S. C. E., Formetta, G., Godt, J. W., & Wayllace, A. (2018). Tropical storm-induced landslide potential using combined field monitoring and numerical modeling. Journal of Geotechnical and Geoenvironmental Engineering, 144(11).
  • Chueasamat, A., Hori, T., Saito, H., Sato, T., & Kohgo, Y. (2018). Experimental tests of slope failure due to rainfalls using 1g physical slope models. Soils and Foundations, 58(2), 290–305. doi:10.1016/j.sandf.2018.02.003
  • Cuomo, S., & Della Sala, M. (2013). Rainfall-induced infiltration runoff and failure in steep unsaturated shallow soil deposits. Engineering Geology, 162, 118–127. doi:10.1016/j.enggeo.2013.05.010
  • Damiano, E., & Olivares, L. (2010). The role of infiltration processes in steep slope stability of pyroclastic granular soils: Laboratory and numerical investigation. Natural Hazards, 52(2), 329–350. doi:10.1007/s11069-009-9374-3
  • Damiano, E., Olivares, L., & Picarelli, L. (2012). Steep-slope monitoring in unsaturated pyroclastic soils. Engineering Geology, 137-138, 1–12. doi:10.1016/j.enggeo.2012.03.002
  • Desai, C. S., & Zhang, D. (1987). Viscoplastic model for geologic materials with generalized flow rule. International Journal for Numerical and Analytical Methods in Geomechanics, 11(6), 603–620. doi:10.1002/nag.1610110606
  • Fredlund, D. G., Morgenstern, N. R., & Widger, R. A. (1978). Shear strength of unsaturated soils. Canadian Geotechnical Journal, 15(3), 313–321. doi:10.1139/t78-029
  • Fredlund, D. G., Xing, A., Fredlund, M. D., & Barbour, S. L. (1995). The relationship of the unsaturated soil shear strength to the soil-water characteristic curve. Canadian Geotechnical Journal, 32, 440–448. doi:10.1139/t96-065
  • Hakro, M. R., & Harahap, I. S. H. (2015). Laboratory experiments on rainfall-induced flowslide from pore pressure and moisture content measurements. Natural Hazards and Earth System Sciences Discussions, 3, 1575–1613. doi:10.5194/nhessd-3-1575-2015
  • Hamrouni, F., Jamei, M., Trabelsi, H., & Elghezal, L. (2016). Numerical back analysis to optimize the laboratory scale model. 12th International Symposium on Landslides, ISL Napoli, Italy.
  • Hinchberger, S. D., & Rowe, R. K. (2005). Evaluation of the predictive ability of two elasto-plastic constitutive models. Canadian Geotechnical Journal, 42(6), 1675–1694. doi:10.1139/t05-082
  • Jamei, M., Guiras, H., & Olivella, S. (2015). Analysis of slope movement initiation induced by rainfall using the Elastoplastic Barcelona Basic Model. European Journal of Environmental and Civil Engineering, 19(9), 1033–1058.
  • Jamei, M., Guiras, H., Ben Hamouda, K., Hatira, M., & Olivella, S. (2008). A study of the slope stability in unsaturated marly clay soil. Studia Geotechnica et Mechanica, 30, 95–106.
  • Jamei, M., Hamrouni, F., & Trabelsi, H. (2017). Application of the hydraulic gradient method for physical modeling of rainfall induced landslide: the optimal design for a physical laboratory model. JTC1 Workshop on Advances in Landslide Understanding Barcelona, Spain.
  • Kakogiannou, E., Sanavia, L., Nicot, F., Darve, F., & Schrefler, B. A. (2016). A porous media finite element approach for soil instability including the second-order work criterion. Acta Geotechnica, 11(4), 805–825. doi:10.1007/s11440-016-0473-5
  • Karube, D., & Kawai, K. (2001). The role of pore water in the mechanical behavior of unsaturated soils. Geotechnical and Geological Engineering, 19(3/4), 211–241.
  • Kelln, C., Sharma, J., Hughes, D., & Graham, J. (2008). An improved elastic-viscoplastic soil model. Canadian Geotechnical Journal, 45(10), 1356–1376. doi:10.1139/T08-057
  • Kim, J., Kim, Y., Jeong, S., & Hong, M. (2017). Rainfall-induced landslides by deficit field matric suction in unsaturated soil slopes. Environmental Earth Sciences, 76, 808.
  • Klubertanz, G., Bouchelaghem, F., Laloui, L., & Vulliet, L. (2003). Miscible and immiscible multiphase flow in deformable porous media. Mathematical and Computer Modelling, 37(5-6), 571–582. doi:10.1016/S0895-7177(03)00050-5
  • Kutter, B. L., & Sathialingam, N. (1992). Elastic-viscoplastic modelling of the rate dependent behaviour of clays. Geotechnique, 42(3), 427–441. doi:10.1680/geot.1992.42.3.427
  • Laloui, L., & Nuth, M. (2009). On the use of the generalized effective stress in the constitutive Modeling of unsaturated soils. Computers and Geotechnics, 36(1-2), 20–23. doi:10.1016/j.compgeo.2008.03.002
  • Lazari, M., Sanavia, L., & Schrefler, B. A. (2015). Local and non-local elasto-viscoplasticity in strain localization analysis of multiphase geomaterials. International Journal for Numerical and Analytical Methods in Geomechanics, 39(14), 1570–1592. doi:10.1002/nag.2408
  • Ling, H., Ling, H. I., & Asce, M. (2012). Centrifuge model simulations of rainfall-induced slope instability. Journal of Geotechnical and Geoenvironmental Engineering, 138(9), 1151–1157. doi:10.1061/(ASCE)GT.1943-5606.0000679
  • Lu, N., Godt, J. W., & Wu, D. T. (2010). A closed-form equation for effective stress in unsaturated soil. Water Resources Research, 46, W05515.
  • Lu, N., & Likos, W. J. (2006). Suction stress characteristic curve for unsaturated soil. Journal of Geotechnical and Geoenvironmental Engineering, 132 (2), 131–142. ASCE. doi:10.1061/(ASCE)1090-0241(2006)132:2(131)
  • Montrasio, L., Schilirò, L., & Terrone, A. (2016). Physical and numerical modelling of shallow landslides. Landslides, 13(5), 873–883. doi:10.1007/s10346-015-0642-x
  • Montrasio, L., & Valentino, R. (2008). A model for triggering mechanisms of shallow landslides. Natural Hazards and Earth System Sciences, 8(5), 1149–1159. doi:10.5194/nhess-8-1149-2008
  • Mualem, Y. (1976). A new model for predicting the hydraulic conductivity of unsaturated porous media. Water Resources Research, 12(3), 513–522. doi:10.1029/WR012i003p00513
  • Mualem, Y. (1978). Hydraulic conductivity of unsaturated porous media: Generalized macroscopic approach. Water Resources Research, 14(2), 325–334. doi:10.1029/WR014i002p00325
  • Nuth, M., & Laloui, L. (2008). Effective stress concept in unsaturated soils: Clarification and validation of a unified framework. International Journal for Numerical and Analytical Methods in Geomechanics, 32(7), 771–801. doi:10.1002/nag.645
  • Olivella, S., Gens, A., Carrera, J., & Alonso, E. E. (1996). Numerical formulation for simulator (CODE_BRIGHT) for coupled analysis of saline media. Engineering Computations, 13(7), 87–112. doi:10.1108/02644409610151575
  • Orense, R. P., Shimoma, S., Maeda, K., & Towhata, I. (2004). Instrumented model slope failure due to water seepage. Journal of Natural Disaster Science, 26, 15–26. doi:10.2328/jnds.26.15
  • Pham, K., Kim, D., Choi, H.-J., Lee, I.-M., & Choi, H. (2018). A numerical framework for infinite slope stability analysis under transient unsaturated seepage conditions. Engineering Geology, 243, 36–49. doi:10.1016/j.enggeo.2018.05.021
  • Pham, K., Lee, H., Kim, D., Lee, I.-M., & Choi, H. (2018). Influence of hydraulic characteristics on stability of unsaturated slope under transient seepage conditions. Landslides, 15(9), 1787–1799. doi:10.1007/s10346-018-0989-x
  • Rahardjo, H., Fredlund, D. G., & Vanapalli, S. K. (1992). Use of linear and nonlinear shear strength versus matric suction relations in slope stability analyses. Sixth International Symposium on Landslides Christchurch: 531-537.
  • Rahimi, A., Rahardjo, H., & Leong, E. C. (2010). Effect of hydraulic properties of soil on rainfall-induced slope failure. Engineering Geology, 114(3-4), 135–143. doi:10.1016/j.enggeo.2010.04.010
  • Ran, Q., Hong, Y., Li, W., & Gao, J. (2018). A modelling study of rainfall-induced shallow landside mechanisms under different rainfall characteristics. Journal of Hydrology, 563, 790–801. doi:10.1016/j.jhydrol.2018.06.040
  • Rolando, O., Khalid, F., & Iko, T. (2004). Deformation behavior of sandy slopes during rainwater infiltration. Soils and Foundations, 44, 15–30. doi:10.3208/sandf.44.2_15
  • Sanavia, L. (2009). Numerical modelling of a slope stability test by means of porous media mechanics. Engineering Computations, 26 (3), 245–266. doi:10.1108/02644400910943608
  • Sasahara, K., & Sakai, N. (2014). Development of shear deformation due to the increase of pore pressure in a sandy model slope during rainfall. Engineering Geology, 170, 43–51. doi:10.1016/j.enggeo.2013.12.005
  • Shunchao, Q., & Vanapalli Sai, K. (2018). Simulating hydraulic and mechanical responses of unsaturated expansive soil slope to rainfall: Case study. International Journal of Geomechanics, 18(6).
  • Suguru, S., Orense Rolando, P., Tsuyoshi, H., Kengo, M., & Ikuo, T. (2002). Model tests on slope failures caused by heavy rainfall. Congress Publication, 2, 547–557.
  • Van Genuchten, M. T. H. (1980). A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44(5), 892–898. doi:10.2136/sssaj1980.03615995004400050002x
  • Vaunat, J., & Olivella, S. (2002). CODE_BRIGHT-GiD. A 3-D program for thermo-hydro-mechanical analysis in geotechnical media. 1st Conference on Advances and Applications of GiD. Barcelona. Spain.
  • Yan, J-F., Shi, B., Ansari, F., Zhu, H-h., Song, Z-P., & Nazarian, E. (2017). Analysis of the strain process of soil slope model during infiltration using BOTDA. Bulletin of Engineering Geology and the Environment, 76(3), 947–959. doi:10.1007/s10064-016-0916-0
  • Zeng, F., Li, Y., & Labuz, J. F. (2018). Paul-Mohr-Coulomb failure criterion for geomaterials. Journal of Geotechnical and Geoenvironmental Engineering, 144(2)
  • Zhang, L. L., Fredlund Delwyn, G., Fredlund Murray, D., & Ward, W. G. (2014). Modeling the unsaturated soil zone in slope stability analysis. Canadian Geotechnical Journal, 51, 1–15.
  • Zienkiewicz, O. C., & Cormeau, I. C. (1974). Visco-plasticity-plasticity and creep in elastic solids – A unified numerical solution approach. International Journal for Numerical Methods in Engineering, 8(4), 821–845. doi:10.1002/nme.1620080411

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