Axisymmetric Consolidation in Unsaturated Soil Deposit Subjected to Time-Dependent Loadings

By L. Ho, Behzad Fatahi. 2017

47 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/9a1b8bc8b5d30fe08da86e2c749b0614685fd92c

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1. Y. F. Xu
2. D. Sun
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4. L. Wang

Citations in the corpus

• Semi‐analytical solution to one‐dimensional consolidation for unsaturated soils with semi‐permeable drainage boundary under time‐dependent loading (2017, background): “In addition, Ho and Fatahi [21, 22] gave analytical solutions for two-dimensional (2D) plane strain and axisymmetric consolidation of an unsaturated soil stratum subjected to time-dependent loadings.”