Effects of random heterogeneity of soil properties on bearing capacity

By R. Popescu, George Deodatis, Arash Nobahar. 2005

264 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality

View Paper: https://www.semanticscholar.org/paper/dfdba2d180f94a9dc19fdd02bdfe854264915e0b

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Citations in the corpus

Effect of spatial variability of cross‐correlated soil properties on bearing capacity of strip footing (2010, methodology): “Although the spatial variation of soil properties might cause rotation of the footing, which cannot be predicted in homogeneous soil [13], this aspect is not considered in the present study for simplicity.”
The stochastic finite element method: Past, present and future (2009, unknown): “[4,20,99,133,135– 138,145,146,173].”
Bearing capacity of strip footings on spatially random soils using sparse polynomial chaos expansion (2011, background): “[4], Youssef Abdel Massih [5], Soubra et al.”
The importance of distribution types on finite element analyses of foundation settlement (2009, background): “[42] presented a sensitivity analysis to study different aspects of soil’s shear strength randomness on bearing capacity; whereas Niandou and Breysse [14] studied how the response of a piled raft can be influenced by horizontal soil variability.”
Probabilistic analysis of strip footings resting on a spatially random soil using subset simulation approach (2012, background): “…that considered the soil spatial variability have modelled the uncertain parameters by isotropic random fields (e.g. Fenton and Griffiths 2003, Popescu et al. 2005, Griffiths et al. 2006, and Babu et al. 2006 for the ultimate limit state (ULS) analysis and Fenton and Griffiths 2002, 2005,…”
Bearing Capacity of Spatially Random Cohesive Soil Using Numerical Limit Analyses (2011, methodology): “Griffiths and Fenton (2001), Griffiths et al. (2002) and Popescu et al. (2005) have Cambridge, MA02139.”