One-Dimensional Consolidation of Unsaturated Soil Subjected to Time-Dependent Loading with Various Initial and Boundary Conditions

By Wan-huan Zhou, Lin-Shuang Zhao. 2014

85 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/c2e79ae6cebf597a8932720c7e215131ba4495bb

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1. Y. F. Xu
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Citations in the corpus

• Analytical solution for one‐dimensional consolidation of unsaturated soils using eigenfunction expansion method (2014, unknown): “[14].”
• Semi‐analytical solution to one‐dimensional consolidation for unsaturated soils with semi‐permeable drainage boundary under time‐dependent loading (2017, background): “Furthermore, Zhou and Zhao [20] proposed numerical solutions to 1D consolidation equations of unsaturated soils considering general time-dependent loading by the differential quadrature method (DQM).”