Random Finite Element and Limit Equilibrium Methods-Based Probabilistic Stability Analyses of a Cut Slope

[1]  A. Dey,et al.  Hillslope instability induced by toe excavation: A comparative study of LEM-based deterministic and probabilistic approaches , 2021, Sādhanā.

[2]  A. Dey,et al.  Effect of Toe Cutting on Hillslope Stability , 2018, Lecture Notes in Civil Engineering.

[3]  Hiroyasu Ohtsu,et al.  Influence of the spatial variability of shear strength parameters on rainfall induced landslides: a case study of sandstone slope in Japan , 2017, Arabian Journal of Geosciences.

[4]  David J. Williams,et al.  Probabilistic reliability analysis of multiple slopes with genetic algorithms , 2016 .

[5]  T. N. Singh,et al.  Stability analysis of potential failure zones along NH-305, India , 2016, Natural Hazards.

[6]  Ashutosh Kainthola,et al.  Stability investigation of road cut slope in basaltic rockmass, Mahabaleshwar, India , 2015 .

[7]  X. Gong,et al.  Effects of the spatial variability of permeability on rainfall-induced landslides , 2015 .

[8]  Michael A. Hicks,et al.  Influence of heterogeneity on 3D slope reliability and failure consequence , 2014 .

[9]  J BathurstRichard,et al.  Simplified probabilistic slope stability design charts for cohesive and cohesive-frictional (c-ϕ) soils , 2014 .

[10]  Sung-Eun Cho.  Probabilistic stability analysis of rainfall-induced landslides considering spatial variability of permeability , 2014 .

[11]  Shouyun Liang,et al.  Human-induced landslide on a high cut slope: a case of repeated failures due to multi-excavation , 2012 .

[12]  R. K. Umrao,et al.  Stability Analysis of Cut Slopes Using Continuous Slope Mass Rating and Kinematic Analysis in Rudraprayag District, Uttarakhand , 2011 .

[13]  Félix Darve,et al.  Reliability analyses of slope stability , 2010 .

[14]  Sung-Eun Cho.  Probabilistic Assessment of Slope Stability That Considers the Spatial Variability of Soil Properties , 2010 .

[15]  Gordon A. Fenton,et al.  Influence of spatial variability on slope reliability using 2-D random fields. , 2009 .

[16]  L. Ayalew,et al.  Geotechnical Aspects and Stability of Road Cuts in the Blue Nile Basin, Ethiopia , 2009 .

[17]  Su-Gon Lee,et al.  The repeated failure of a cut-slope despite continuous reassessment and remedial works , 2009 .

[18]  D. V. Griffiths,et al.  Risk Assessment in Geotechnical Engineering , 2008 .

[19]  M. Türkeş,et al.  Geomorphological investigation of the excavation‐induced dündar landslide, bursa — turkey , 2008 .

[20]  Gordon A. Fenton,et al.  Traditional and Advanced Probabilistic Slope Stability Analysis , 2007 .

[21]  Timothy D. Stark,et al.  Effect of Toe Excavation on a Deep Bedrock Landslide , 2005 .

[22]  M. Soldati,et al.  Geomorphological hazard and human impact in mountain environments: an introduction , 2005 .

[23]  Donald E. Myers,et al.  Reliability and Statistics in Geotechnical Engineering , 2005, Technometrics.

[24]  Gordon A. Fenton,et al.  Probabilistic slope stability analysis by finite elements , 2004 .

[25]  Norbert R. Morgenstern,et al.  Probabilistic stability analysis of a tailings dyke on presheared clay-shale , 2003 .

[26]  D. Cruden,et al.  Probabilistic slope stability analysis for practice , 2002 .

[27]  Thomas F. Wolff,et al.  Search Algorithm for Minimum Reliability Index of Earth Slopes , 2001 .

[28]  D. V. Griffiths,et al.  Influence of Soil Strength Spatial Variability on the Stability of an Undrained Clay Slope by Finite Elements , 2000 .

[29]  J. M. Duncan,et al.  Factors of Safety and Reliability in Geotechnical Engineering , 2000 .

[30]  K. Phoon,et al.  Characterization of Geotechnical Variability , 1999 .

[31]  D. V. Griffiths,et al.  SLOPE STABILITY ANALYSIS BY FINITE ELEMENTS , 1999 .

[32]  J. M. Duncan.  State of the Art: Limit Equilibrium and Finite-Element Analysis of Slopes , 1996 .

[33]  G. Fenton.  Error Evaluation of Three Random‐Field Generators , 1994 .

[34]  J. Christian,et al.  Reliability Applied to Slope Stability Analysis , 1994 .

[35]  Tamotsu Matsui,et al.  Finite element slope stability analysis by shear strength reduction technique , 1992 .

[36]  G. Fenton,et al.  Simulation of random fields via local average subdivision , 1990 .

[37]  D. V. Griffiths,et al.  Programming the finite element method , 1982 .

[38]  Erik H. Vanmarcke,et al.  Random Fields: Analysis and Synthesis. , 1985 .

[39]  E. Vanmarcke.  Probabilistic Modeling of Soil Profiles , 1977 .

[40]  Eduardo Alonso,et al.  RISK ANALYSIS OF SLOPES AND ITS APPLICATION TO SLOPES IN CANADIAN SENSITIVE CLAYS , 1976 .

[41]  W. H. Tang,et al.  Probability-based short term design of soil slopes , 1976 .

[42]  A. Dey,et al.  Probabilistic assessment of seismic response of toe-excavated hillslopes retained using anchored sheet-pile-wall , 2022, Ain Shams Engineering Journal.

[43]  Y. Chok.  Modelling the effects of soil variability and vegetation on the stability of natural slopes. , 2009 .

[44]  HUANGRun-qiu,et al.  HUMAN-INDUCED LANDSLIDES IN CHINA： MECHANISM STUDY AND ITS IMPLICATIONS ON SLOPE MANAGEMENT , 2004 .

[45]  Francis J. Alexander,et al.  The direct simulation Monte Carlo method , 1997 .

[46]  P. Nelson,et al.  Uncertainty in the geologic environment : from theory to practice : proceedings of Uncertainty '96, July 31-August 3, 1996, Madison, Wisconsin , 1996 .