Semi-analytical solution for the one-dimensional consolidation of multi-layered unsaturated soils with semi-permeable boundary
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
General Engineering,General Mathematics
Link
https://link.springer.com/content/pdf/10.1007/s10665-021-10162-y.pdf
Reference37 articles.
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2. Schiffman RL, Stein JR (1970) One-dimensional consolidation of layered systems. J Soil Mech Found Div 96:1499–1504
3. Xie KH, Xie XY, Gao X (1999) Theory of one dimensional consolidation of two-layered soil with partially drained boundaries. Comput Geotech 24:265–278
4. Cai YQ, Liang X, Wu SM (2004) One-dimensional consolidation of layered soils with impeded boundaries under time-dependent loadings. Appl Math Mech-Engl Ed 25:937–944
5. Wang L, Sun DA, Qin AF, Xu YF (2017) Semi-analytical solutions to one-dimensional consolidation for unsaturated soils with semi-permeable drainage boundary under time-dependent loading. Int J Numer Anal Methods Geomech 41:1636–1655
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