Probabilistic Analyses of Slopes: A State of the Art Review
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Fauziah Ahmad | Ahmad Shukri Yahaya | Roodabeh Banaki | Mohammad Tabarroki | A. Yahaya | Mohammad Tabarroki | F. Ahmad | Roodabeh Banaki
[1] R. Rackwitz. Reliability analysis—a review and some perspectives , 2001 .
[2] D Y Zhu,et al. A new procedure for computing the factor of safety using the Morgenstern-Price method , 2001 .
[3] K. Phoon,et al. Observations on Limit Equilibrium–Based Slope Reliability Problems with Inclined Weak Seams , 2010 .
[4] R. Suchomel,et al. Comparison of different probabilistic methods for predicting stability of a slope in spatially variable c–φ soil , 2010 .
[5] T. Wolff. Probabilistic Slope Stability in Theory and Practice , 1996 .
[6] J. M. Duncan. THE USE OF BACK ANALYSIS TO REDUCE SLOPE FAILURE RISK , 1999 .
[7] A. M. Hasofer,et al. Exact and Invariant Second-Moment Code Format , 1974 .
[8] J. M. Duncan,et al. Soil Strength and Slope Stability , 2005 .
[9] Sung-Eun Cho,et al. Effects of spatial variability of soil properties on slope stability , 2007 .
[10] Kok-Kwang Phoon,et al. Efficient Evaluation of Reliability for Slopes with Circular Slip Surfaces Using Importance Sampling , 2009 .
[11] B. Satyanarayana,et al. A Method of Analysis of the Stability of Embankments Assuming Parallel Inter-Slice Forces , 1967 .
[12] R. Lewis,et al. Associated and non-associated visco-plasticity and plasticity in soil mechanics , 1975 .
[13] Donald E. Myers,et al. Reliability and Statistics in Geotechnical Engineering , 2005, Technometrics.
[14] D. V. Griffiths,et al. Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited , 2001 .
[15] M. Jaksa. The influence of spatial variability on the geotechnical design properties of a stiff, overconsolidated clay. , 1995 .
[16] Gautam Bhattacharya,et al. Geotechnical Slope Analysis , 2010 .
[17] E. Vanmarcke. Probabilistic Modeling of Soil Profiles , 1977 .
[18] Abdallah I. Husein Malkawi,et al. Uncertainty and reliability analysis applied to slope stability , 2000 .
[19] Gordon A. Fenton,et al. Influence of spatial variability on slope reliability using 2-D random fields. , 2009 .
[20] J. Ching,et al. Efficient evaluation of slope stability reliability subject to soil parameter uncertainties using importance sampling , 2008 .
[21] A. Bishop. The use of the Slip Circle in the Stability Analysis of Slopes , 1955 .
[22] Gordon A. Fenton,et al. Comparison of Slope Reliability Methods of Analysis , 2010 .
[23] D. V. Griffiths,et al. Risk Assessment in Geotechnical Engineering , 2008 .
[24] D. V. Griffiths,et al. SLOPE STABILITY ANALYSIS BY FINITE ELEMENTS , 1999 .
[25] Gordon A. Fenton,et al. Traditional and Advanced Probabilistic Slope Stability Analysis , 2007 .
[26] E. Rosenblueth. Point estimates for probability moments. , 1975, Proceedings of the National Academy of Sciences of the United States of America.
[27] E. Spencer. A Method of Analysis of the Stability of Embankments Assuming Parallel Inter-Slice Forces , 1967 .
[28] Kok-Kwang Phoon,et al. Evaluation of Geotechnical Property Variability , 1999 .
[29] Siu-Kui Au,et al. Effect of spatial variability on reliability evaluation of an earth slope , 2011 .
[30] Erik H. Vanmarcke,et al. Random Fields: Analysis and Synthesis. , 1985 .
[31] Wilson H. Tang,et al. New methods for system reliability analysis of soil slopes , 2011 .
[32] Kok-Kwang Phoon,et al. Updating Uncertainties in Friction Angles of Clean Sands , 2012 .
[33] N. Janbu,et al. SLOPE STABILITY COMPUTATIONS , 1973 .
[34] John T. Christian,et al. Geotechnical Engineering Reliability: How Well Do We Know What We Are Doing? , 2004 .
[35] Kenneth Gavin,et al. Simultaneous Determination of Critical Slip Surface and Reliability Index for Slopes , 2007 .
[36] Eduardo Alonso,et al. RISK ANALYSIS OF SLOPES AND ITS APPLICATION TO SLOPES IN CANADIAN SENSITIVE CLAYS , 1976 .
[37] Gordon A. Fenton,et al. Probabilistic slope stability analysis by finite elements , 2004 .