Effect of 2D spatial variability on slope reliability: A simplified FORM analysis

[1]  A. M. Hasofer,et al.  Exact and Invariant Second-Moment Code Format , 1974 .

[2]  R. Rackwitz,et al.  Structural reliability under combined random load sequences , 1978 .

[3]  R. Rackwitz,et al.  Non-Normal Dependent Vectors in Structural Safety , 1981 .

[4]  M. Soulié,et al.  Modelling spatial variability of soil parameters , 1990 .

[5]  A. Kiureghian,et al.  Optimization algorithms for structural reliability , 1991 .

[6]  Gregory B. Baecher,et al.  Estimating Autocovariance of In‐Situ Soil Properties , 1993 .

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

[8]  Yan Zhang,et al.  Two Improved Algorithms for Reliability Analysis , 1995 .

[9]  Achintya Haldar,et al.  Probability, Reliability and Statistical Methods in Engineering Design (Haldar, Mahadevan) , 1999 .

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

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

[12]  W. Tang,et al.  Reliability analysis using object-oriented constrained optimization , 2004 .

[13]  W. Tang,et al.  Efficient Spreadsheet Algorithm for First-Order Reliability Method , 2007 .

[14]  Anne Dutfoy,et al.  Do Rosenblatt and Nataf isoprobabilistic transformations really differ , 2009 .

[15]  Sung-Eun Cho,et al.  Effect of spatial variability of cross‐correlated soil properties on bearing capacity of strip footing , 2010 .

[16]  Anthony T. C. Goh,et al.  Reliability assessment on ultimate and serviceability limit states and determination of critical factor of safety for underground rock caverns , 2012 .

[17]  Jian Ji,et al.  Modeling 2-D spatial variation in slope reliability analysis using interpolated autocorrelations , 2012 .

[18]  Trevor L. L. Orr,et al.  How Eurocode 7 has affected geotechnical design: a review , 2012 .

[19]  Steven L. Kramer,et al.  Geotechnical Characterization and Random Field Modeling of Desiccated Clay , 2012 .

[20]  Jianye Ching,et al.  Determining the Factors of Safety of Spatially Variable Slopes Modeled by Random Fields , 2013 .

[21]  Jian Ji,et al.  Reliability analysis of earth slopes accounting for spatial variation , 2013 .

[22]  Dian-Qing Li,et al.  Effect of spatially variable shear strength parameters with linearly increasing mean trend on reliability of infinite slopes , 2014 .

[23]  Jian Ji,et al.  Long embankment failure accounting for longitudinal spatial variation – A probabilistic study , 2014 .

[24]  Jian Ji A simplified approach for modeling spatial variability of undrained shear strength in out-plane failure mode of earth embankment , 2014 .

[25]  Dian-Qing Li,et al.  Efficient System Reliability Analysis of Slope Stability in Spatially Variable Soils Using Monte Carlo Simulation , 2015 .

[26]  Bruno Sudret,et al.  Application of Conditional Random Fields and Sparse Polynomial Chaos Expansions to Geotechnical Problems , 2015 .

[27]  Jian Ji,et al.  Efficient reliability method for implicit limit state surface with correlated non‐Gaussian variables , 2015 .

[28]  Karl Breitung,et al.  40 years FORM: Some new aspects? , 2015 .

[29]  Wengang Zhang,et al.  Probabilistic Assessment of Serviceability Limit State of Diaphragm Walls for Braced Excavation in Clays , 2015 .

[30]  Kok-Kwang Phoon,et al.  Reliability-based design and its complementary role to Eurocode 7 design approach , 2015 .

[31]  Zhi-Peng Xiao,et al.  Reliability based design optimization for a rock tunnel support system with multiple failure modes using response surface method , 2017 .

[32]  Lei-Lei Liu,et al.  Conditional random field reliability analysis of a cohesion-frictional slope , 2017 .