Probabilistic back analysis of rainfall-induced slope failure considering slope survival records from past rainfall events

[1]  Yu Wang,et al.  Development of a slope digital twin for predicting temporal variation of rainfall-induced slope instability using past slope performance records and monitoring data , 2022, Engineering Geology.

[2]  Aaron Wai Lun Sham,et al.  Assessment of critical rainfall scenarios for slope stability analyses based on historical rainfall records in Singapore , 2022, Environmental Earth Sciences.

[3]  Xin Liu,et al.  Bayesian selection of slope hydraulic model and identification of model parameters using monitoring data and subset simulation , 2021, Computers and Geotechnics.

[4]  Xin Liu,et al.  Reliability analysis of an existing slope at a specific site considering rainfall triggering mechanism and its past performance records , 2021, Engineering Geology.

[5]  Dian-Qing Li,et al.  Numerical simulation of the 1995 rainfall-induced Fei Tsui Road landslide in Hong Kong: new insights from hydro-mechanically coupled material point method , 2020, Landslides.

[6]  T. Do,et al.  Deep-seated rainfall-induced landslides on a new expressway: a case study in Vietnam , 2019, Landslides.

[7]  Johnny Liang Heng Wong,et al.  Field instrumentations and monitoring of GeoBarrier System for steep slope protection , 2018, Transportation Geotechnics.

[8]  M. Alvioli,et al.  Three-dimensional, time-dependent modeling of rainfall-induced landslides over a digital landscape: a case study , 2018, Landslides.

[9]  F. Catani,et al.  Soil characterization for shallow landslides modeling: a case study in the Northern Apennines (Central Italy) , 2017, Landslides.

[10]  Yu Wang,et al.  Quantifying the cross-correlation between effective cohesion and friction angle of soil from limited site-specific data , 2016 .

[11]  G. L. Sivakumar Babu,et al.  Probabilistic back analysis of rainfall induced landslide‐ A case study of Malin landslide, India , 2016 .

[12]  L. ZhangL.,et al.  Modeling the unsaturated soil zone in slope stability analysis1 , 2014 .

[13]  Zhe Luo,et al.  Probabilistic back analysis of slope failure – A case study in Taiwan , 2013 .

[14]  Yu Wang,et al.  Uncertain parameter sensitivity in Monte Carlo Simulation by sample reassembling , 2012 .

[15]  E. Leong,et al.  Variability of residual soil properties , 2012 .

[16]  Gregory B. Baecher,et al.  Unresolved Problems in Geotechnical Risk and Reliability , 2011 .

[17]  Jie Zhang,et al.  Slope Reliability Analysis Considering Site-Specific Performance Information , 2011 .

[18]  Jie Zhang,et al.  Back analysis of slope failure with Markov chain Monte Carlo simulation , 2010 .

[19]  Kok-Kwang Phoon,et al.  Probabilistic Analysis of Soil-Water Characteristic Curves , 2010 .

[20]  Li Min Zhang,et al.  Efficient Probabilistic Back-Analysis of Slope Stability Model Parameters , 2010 .

[21]  Jie Zhang,et al.  Bayesian Framework for Characterizing Geotechnical Model Uncertainty , 2009 .

[22]  K. Phoon,et al.  Numerical oscillation in seepage analysis of unsaturated soils , 2001 .

[23]  Timothy D. Stark,et al.  Reliability in back analysis of slope failures , 1999 .

[24]  J. M. Duncan THE USE OF BACK ANALYSIS TO REDUCE SLOPE FAILURE RISK , 1999 .

[25]  Robert B. Gilbert,et al.  Uncertainty in back analysis of slopes: Kettleman Hills case history , 1998 .

[26]  D. Fredlund,et al.  Equations for the soil-water characteristic curve , 1994 .

[27]  R. Carsel,et al.  Developing joint probability distributions of soil water retention characteristics , 1988 .

[28]  Y. Mualem A New Model for Predicting the Hydraulic Conductivity , 1976 .