One-dimensional nonlinear consolidation theory for soft ground considering secondary consolidation and the thermal effect-Reference-Cited by-同舟云学术

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One-dimensional nonlinear consolidation theory for soft ground considering secondary consolidation and the thermal effect

Published:2018-12 Issue: Volume:104 Page:22-28
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Liu Quan,Deng Yue-Bao,Wang Tian-Yuan

Funder

Natural Science Foundation of Zhejiang Province

Natural Science Foundation of Ningbo City

K.C. Wong Magna Fund in Ningbo University

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference18 articles.

1. A nonlinear theory of consolidation;Davis;Geotechnique,1965

2. Analytical solutions of one-dimensional large strain consolidation of saturated and homogeneous clays;Xie;Comput Geotech,2004

3. Consolidation of clays for variable permeability and compressibility;Lecher;J Geotech Geoenviron Eng,2003

4. One-dimensional large-strain consolidation of soft clay with non-Darcian flow and nonlinear compression and permeability of soil;Li;J Central South Univ,2017

5. Semi-analytical solution for one-dimensional consolidation of fractional derivative viscoelastic saturated soils;Wang;Comput Geotech,2017

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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. 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

3. One-Dimensional Consolidation Modeling of Soil Surrounding Buried Geothermal Pipelines: Incorporating Heat Diffusion Processes;Transport in Porous Media;2024-07-11

4. Fractional derivative modelling for consolidation of multilayered saturated soils with interfacial thermal contact resistance subjected to time-dependent heating and loading;Geomechanics for Energy and the Environment;2024-06

5. Interfacial flow contact resistance effect for thermal consolidation of layered viscoelastic saturated soils with semi-permeable boundaries;2024-02-05

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