Semi-analytical and semi-numerical method for plane strain consolidation of double-layer foundation considering stress paths
Author:
Affiliation:
1. Institute of Geotechnical and Underground Engineering, Huazhong University of Science and Technology, Wuhan, P.R. China
2. School of Civil Engineering, Hubei Polytechnic University, Huangshi, P.R. China
Funder
National Natural Science Foundation of China
Innovation Foundation in Youth Team of Hubei Polytechnic University
Natural Science Fund of Hubei Province
Scientific Research Fund of Hubei Provincial Education Department
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2016.1150903
Reference44 articles.
1. Transfer matrix solutions to plane-strain and three-dimensional Biot’s consolidation of multi-layered soils
2. Analytical layer-element solution to axisymmetric consolidation of multilayered soils
3. Mixed Constraint Preconditioners for the iterative solution of FE coupled consolidation equations
4. General Theory of Three‐Dimensional Consolidation
5. Consolidation analysis of a semi-infinite transversely isotropic saturated soil under general time-varying loadings
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2. Experimental Study of Silty Clay Plane Strain Tri-axial Test under RTC Path and Modified Cam-clay Model;Civil Engineering Journal;2018-04-07
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