Stability evaluation of multilayer slopes considering runoff in the saturated zone under rainfall

References

• Cho, S. E. (2009). Infiltration analysis to evaluate the surficial stability of two-layered slopes considering rainfall characteristics. Engineering Geology, 105(1–2), 32–43. doi:10.1016/j.enggeo.2008.12.007
   Web of Science ®Google Scholar
• Cui, Y. F., Zhou, X. J., & Guo, C. X. (2017). Experimental study on the moving characteristics of fine grains in wide grading unconsolidated soil under heavy rainfall. Journal of Mountain Science, 14(3), 417–431. doi:10.1007/s11629-016-4303-x
   Web of Science ®Google Scholar
• Can, T., Nefeslioglu, H. A., Gokceoglu, C., Sonmez, H., & Duman, T. Y. (2005). Susceptibility assessments of shallow earthflows triggered by heavy rainfall at three catchments by logistic regression analyses. Geomorphology, 72(1–4), 250–271. doi:10.1016/j.geomorph.2005.05.011
   Web of Science ®Google Scholar
• Chen, L., & Young, M. H. (2006). Green-Ampt infiltration model for sloping surfaces. Water Resources Research, 42(7), 887–896. doi:10.1029/2005WR004468
   Web of Science ®Google Scholar
• Chen, L. X. (2008). Prediction of Single Landslide Disaster Risk in the Three Gorges Reservoir. Wuhan, Hubei: China University of Geosciences. (in Chinese)
   Google Scholar
• Fukuoka, M. (1980). Landslides associated with rainfall. Geotechnical Engineering Journal Southeast Asia Society of Soil Engineering, 11, 1–29.
   Google Scholar
• Freyberg, D. L., Reeder, J. W., Franzini, J. B., & Remson, I. (1980). Application of the Green-Ampt model to infiltration under time-dependent surface water depths. Water Resources Research, 16(3), 517–528. doi:10.1029/WR016i003p00517
   Web of Science ®Google Scholar
• Gavin, K., & Xue, J. (2008). A simple method to analyze infiltration into unsaturated soil slopes. Computers and Geotechnics, 35(2), 223–230. doi:10.1016/j.compgeo.2007.04.002
   Web of Science ®Google Scholar
• Green, W. H., & Ampt, G. A. (1911). Studies on soil physics. The Journal of Agricultural Science, 4(1), 1–24. doi:10.1017/S0021859600001751
   Google Scholar
• Johnson, J. M., & Loáiciga, H. A. (2017). Coupled infiltration and kinematic-wave runoff simulation in slopes: implications for slope stability. Water, 9, 327. doi:10.3390/w9050327
   Web of Science ®Google Scholar
• 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
   Google Scholar
• Kim, S. K., Hong, W. P., & Kim, Y. M. (1992). Prediction of rainfall-triggered landslides in Korea. Procedings of 6th International Symposium on Landslides, Christchurch, New Zealand, Vol. 2, pp. 989–994.
   Google Scholar
• Li, C. D., Tang, H. M., Ge, Y. F., Hu, X. L., & Wang, L. Q. (2014). Application of back-propagation neural network on bank destruction forecasting for accumulative landslides in the Three Gorges Reservoir Region, China. Stochastic Environmental Research and Risk Assessment, 28(6), 1465–1477. doi:10.1007/s00477-014-0848-9
   Web of Science ®Google Scholar
• Li, C. D., Yan, J. F., Wu, J. J., Lei, G. P., Wang, L. Q., & Zhang, Y. Q. (2019). Determination of the embedded length of stabilizing piles in colluvial landslides with upper hard and lower weak bedrock based on the deformation control principle. Bulletin of Engineering Geology and the Environment, 78(2), 1189–1208. doi:10.1007/s10064-017-1123-3
   Web of Science ®Google Scholar
• Liu, W. Q., Li, Q., Lu, J., Li, C. D., Yao, W. M., & Zeng, J. B. (2018). Improved plane layout of stabilizing piles based on the piecewise function expression of the irregular driving force. Journal of Mountain Science, 15(4), 871–881. doi:10.1007/s11629-017-4671-x
   Web of Science ®Google Scholar
• Li, Y., Meng, H., Dong, Y., & Hu, S. E. (2004). Main types and characteristics of geo-hazard in China—based on the results of geo-hazard survey in 290 counties. The Chinese Journal of Geological Hazard and Control, 15(2), 29–34. (in Chinese) doi: 10.3969/j.issn.1003-8035.2004.02.005
   Google Scholar
• Legorreta, Paulin, G., & Bursik, M. (2009). Logisnet: A tool for multimethod, multiple soil layers slope stability analysis. Computers and Geosciences, 35(5), 1007–1016. doi:10.1016/j.cageo.2008.04.003
   Web of Science ®Google Scholar
• Lin, H. Z. (2007). The study on the mechanism and numerical analysis of rainfall-induced soil slope failure. Beijing: Tsinghua University. (in Chinese)
   Google Scholar
• Loáiciga, H. A., & Johnson, J. M. (2018). Infiltration on sloping terrain and its role on runoff generation and slope stability. Journal of Hydrology, 561, 584–597. doi:10.1016/j.jhydrol.2018.04.023
   Web of Science ®Google Scholar
• Morbidelli, R., Saltalippi, C., Flammini, A., & Govindaraju, R. S. (2018). Role of slope on infiltration: a review. Journal of Hydrology, 557, 878–886. doi:10.1016/j.jhydrol.2018.01.019
   Web of Science ®Google Scholar
• Mbarka, S., Baroth, J., Ltifi, M., Hassis, H., & Darve, F. (2010). Reliability analyses of slope stability: Homogeneous slope with circular failure. European Journal of Environmental and Civil Engineering, 14(1), 1221–1257. doi:10.1080/19648189.2010.9693293
   Google Scholar
• 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
   Google Scholar
• Shi, Z. M., Shen, D. Y., Peng, M., Zhang, L. L., Zhang, F. W., & Zhen, X. Z. (2016). Slope stability analysis by considering rainfall infiltration in multi-layered unsaturated soils. Journal of Hydraulic Engineering, 47(8), 977–985. (in Chinese) doi: 10.13243/j.cnki.slxb.20151132
   Google Scholar
• Smiles, D. E., Perroux, K. M., Zegelin, S. J., & Raats, P. A. C. (1981). Hydrodynamic dispersion during constant rate absorption of water by soil. Soil Science Society of America Journal, 45(3), 453–458. doi:10.2136/sssaj1981.03615995004500030-
   Web of Science ®Google Scholar
• Talaei, R., & Samadov, S. (2018). Quantitative landslide risk analysis in the Hashtchin area (NW-Iran). European Journal of Environmental and Civil Engineering, 22(7), 883–909. doi:10.1080/19648189.2016.1229224
   Web of Science ®Google Scholar
• Wang, D. J., Tang, H. M., Zhang, Y. H., Li, C. D., & Huang, L. (2017). An improved approach for evaluating the time-dependent stability of colluvial landslides during intense rainfall. Environmental Earth Sciences, 76(8), 321. doi:10.1007/s12665-017-6639-0
   Web of Science ®Google Scholar
• Zhang, S., Xu, Q., & Zhang, Q. (2017). Failure characteristics of gently inclined shallow landslides in Nanjiang, southwest of china. Engineering Geology, 217, 1–11. doi:10.1016/j.enggeo.2016.11.025
   Web of Science ®Google Scholar
• Zhang, Y. Q., Tang, H. M., Li, C. D., Lu, G. Y., Cai, Y., Zhang, J. R., & Tan, F. L. (2018). Design and testing of a flexible inclinometer probe for model tests of landslide deep displacement measurement. Sensors, 18(1), 224. doi:10.3390/s18010224
   Web of Science ®Google Scholar