General Approximate Analytical Solutions for One-Dimensional Nonlinear Consolidation of Soft Soils under Time-Dependent Loading-Reference-Cited by-同舟云学术

General Approximate Analytical Solutions for One-Dimensional Nonlinear Consolidation of Soft Soils under Time-Dependent Loading

Published:2022-05 Issue:5 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Jiang Wenhao¹^ORCID,Zheng Lingwei²^ORCID,Ge Shangqi³^ORCID,Zhang Xunli⁴

Affiliation:

1. College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou, Zhejiang 310058, China; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. ORCID: .

2. College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou, Zhejiang 310058, China; Ningbo Research Institute, Zhejiang Univ., Ningbo 315100, China. ORCID: .

3. College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou, Zhejiang 310058, China (corresponding author). ORCID: .

4. College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou, Zhejiang 310058, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002365

Reference35 articles.

1. Finite difference approach for consolidation with variable compressibility and permeability

2. The Radial Consolidation of Clay Soils

3. Solution of one-dimensional finite-strain consolidation of soil with variable compressibility under cyclic loadings