Slope reliability analysis using the geotechnical random field method
暂无分享,去创建一个
Abbas Soroush | Sina Sasanian | Reza Jamshidi Chenari | Sina Sasanian | A. Soroush | Reza Jamshidi Chenari
[1] Andrew J. Whittle,et al. Effect of spatial variability on the slope stability using Random Field Numerical Limit Analyses , 2016 .
[2] Dian-Qing Li,et al. Efficient System Reliability Analysis of Slope Stability in Spatially Variable Soils Using Monte Carlo Simulation , 2015 .
[3] A. Troncone,et al. Post-failure stage simulation of a landslide using the material point method , 2019, Engineering Geology.
[4] R. Chenari,et al. The Effect of Spatial Variability and Anisotropy of Soils on Bearing Capacity of Shallow Foundations , 2014 .
[5] H. Schweiger,et al. Finite element analyses of slope stability problems using non-associated plasticity , 2017, Journal of Rock Mechanics and Geotechnical Engineering.
[6] Gordon A. Fenton,et al. Bearing-capacity prediction of spatially random c ϕ soils , 2003 .
[7] Reza Jamshidi Chenari,et al. Influence of Random Heterogeneity of Cross-Correlated Strength Parameters on Bearing Capacity of Shallow Foundations , 2014 .
[8] Iason Papaioannou,et al. Bayesian updating of slope reliability in spatially variable soils with in-situ measurements , 2018 .
[9] D. V. Griffiths,et al. SLOPE STABILITY ANALYSIS BY FINITE ELEMENTS , 1999 .
[10] D. Cruden,et al. Probabilistic slope stability analysis for practice , 2002 .
[11] Gordon A. Fenton,et al. Traditional and Advanced Probabilistic Slope Stability Analysis , 2007 .
[12] Michael A. Hicks,et al. Influence of heterogeneity on undrained clay slope stability , 2002, Quarterly Journal of Engineering Geology and Hydrogeology.
[13] D. Turcotte. Fractals in geology and geophysics , 2009, Encyclopedia of Complexity and Systems Science.
[14] Sung-Eun Cho. Probabilistic Assessment of Slope Stability That Considers the Spatial Variability of Soil Properties , 2010 .
[15] K. Phoon,et al. Statistical characterization of random field parameters using frequentist and Bayesian approaches , 2016 .
[16] G. L. Sivakumar Babu,et al. Effect of soil variability on the bearing capacity of clay and in slope stability problems , 2009 .
[17] Sung-Eun Cho,et al. Effects of spatial variability of soil properties on slope stability , 2007 .
[18] A. Ghorbani,et al. Behavior of Piled Raft Foundation on Heterogeneous Clay Deposits Using Random Field Theory , 2018 .
[19] A. Eslami,et al. Characterization of the correlation structure of residual CPT profiles in sand deposits , 2013 .
[20] Stan A. Williams,et al. Generating Two‐Dimensional Fields of Autocorrelated, Normally Distributed Parameters by the Matrix Decomposition Technique , 2000 .
[21] A. Troncone,et al. Analysis of the Maierato landslide (Calabria, Southern Italy) , 2018, Landslides.
[22] G. Fenton,et al. Simulation of random fields via local average subdivision , 1990 .
[23] Terje Haukaas,et al. Computer Program for Multimodel Reliability and Optimization Analysis , 2013, J. Comput. Civ. Eng..
[24] F. H. Kulhawy,et al. Reliability-based foundation design for transmission line structures , 1988 .
[25] Sina Sasanian,et al. Effect of Sampling Interval on the Scale of Fluctuation of CPT Profiles Representing Random Fields , 2018, International Journal of Civil Engineering.
[26] Reza Jamshidi Chenari,et al. Effects of anisotropy in correlation structure on the stability of an undrained clay slope , 2015 .
[27] K. Phoon,et al. Characterization of Geotechnical Variability , 1999 .
[28] R. Chenari,et al. Stochastic vs. Deterministic Analysis of Consolidation Problem in Natural Alluvial Deposits , 2011 .
[29] Gordon A. Fenton,et al. Statistics of free surface flow through stochastic earth dam , 1996 .
[30] Gregory B. Baecher,et al. Estimating Autocovariance of In‐Situ Soil Properties , 1993 .
[31] A. Eslami,et al. Non-stationary realisation of CPT data: considering lithological and inherent heterogeneity , 2018 .
[32] J BathurstRichard,et al. Simplified probabilistic slope stability design charts for cohesive and cohesive-frictional (c-ϕ) soils , 2014 .
[33] Reza Jamshidi Chenari,et al. Evaluation of Bearing Capacity of Shallow Foundations Using Random Field Theory in Comparison to Classic Methods , 2012 .
[34] E. Vanmarcke. Probabilistic Modeling of Soil Profiles , 1977 .
[35] Giovanni B. Crosta,et al. Numerical Modeling of Large Landslide Stability and Runout , 2003 .
[36] Yu Wang,et al. Statistical interpretation of soil property profiles from sparse data using Bayesian compressive sampling , 2017 .
[37] Bin Zhu,et al. Reliability analysis of submarine slope considering the spatial variability of the sediment strength using random fields , 2019, Applied Ocean Research.
[38] R. Chenari,et al. Stochastic Analysis of Seepage through Natural Alluvial Deposits Considering Mechanical Anisotropy , 2017 .
[39] Yu Wang,et al. Probabilistic slope stability analysis by risk aggregation , 2014 .
[40] Kok-Kwang Phoon,et al. Evaluation of Geotechnical Property Variability , 1999 .
[41] R. Chenari,et al. Generating non-stationary random fields of auto-correlated, normally distributed CPT profile by matrix decomposition method , 2015 .
[42] Shui-Hua Jiang,et al. Modeling of non-stationary random field of undrained shear strength of soil for slope reliability analysis , 2018 .
[43] E. Alonso,et al. Run-out of landslides in brittle soils , 2016 .
[44] Gordon A. Fenton,et al. Probabilistic slope stability analysis by finite elements , 2004 .