Impact of spatial variability in undrained shear strength on active lateral force in clay
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[1] D. V. Griffiths,et al. Risk Assessment in Geotechnical Engineering , 2008 .
[2] Kok-Kwang Phoon,et al. Mobilized shear strength of spatially variable soils under simple stress states , 2013 .
[3] E. Vanmarcke. Probabilistic Modeling of Soil Profiles , 1977 .
[4] Gordon A. Fenton,et al. Reliability of passive earth pressure , 2008 .
[5] Kok-Kwang Phoon,et al. Probability distribution for mobilised shear strengths of spatially variable soils under uniform stress states , 2013 .
[6] A. Soubra,et al. Bearing capacity of foundations resting on a spatially random soil , 2008 .
[7] Kok-Kwang Phoon,et al. Mean and Variance of Mobilized Shear Strength for Spatially Variable Soils under Uniform Stress States , 2014 .
[8] Erik H. Vanmarcke,et al. Random Fields: Analysis and Synthesis. , 1985 .
[9] Gordon A. Fenton,et al. RELIABILITY OF TRADITIONAL RETAINING WALL DESIGN , 2005 .
[10] K. Phoon,et al. Characterization of Geotechnical Variability , 1999 .
[11] J. Ching,et al. Simulating Spatial Averages of Stationary Random Field Using the Fourier Series Method , 2013 .
[12] Gordon A. Fenton,et al. Bearing-capacity prediction of spatially random c ϕ soils , 2003 .
[13] Denys Breysse,et al. A GENERIC APPROACH TO SOIL-STRUCTURE INTERACTION CONSIDERING THE EFFECTS OF SOIL HETEROGENEITY , 2005 .