Analytical solution for one-dimensional nonlinear consolidation of saturated multi-layered soil under time-dependent loading
Author:
Publisher
Elsevier BV
Subject
Ocean Engineering,Environmental Engineering,Oceanography
Reference22 articles.
1. A Non-Linear Theory of Consolidation
2. The Theory of One-Dimensional Consolidation of Saturated Clays
3. The Consolidation of Saturated Clay with Variable Permeability and Compressibility
4. Theory of Consolidation for Clays
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1. Insight into nonlinear thermal consolidation of saturated clay under coupled thermo-mechanical loading: a unified one-dimensional model;Acta Geotechnica;2024-08-18
2. One‐dimensional consolidation analysis of layered soil with exponential flow under continuous drainage boundary;International Journal for Numerical and Analytical Methods in Geomechanics;2024-08-05
3. Interfacial flow contact resistance effect for thermal consolidation of layered viscoelastic saturated soils with semi‐permeable boundaries;International Journal for Numerical and Analytical Methods in Geomechanics;2024-07-18
4. Semi-analytical solution for one-dimensional consolidation of a two-layered unsaturated-saturated soil system ground with a horizontal drainage layer;Computers and Geotechnics;2024-05
5. Nonlinear consolidation finite element analysis of a layered soft soil foundation under multistage loading based on the continuous drainage boundary;Computers and Geotechnics;2024-05
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