Generalized Plastic Mechanics–Based Constitutive Model for Estimation of Dynamic Stresses in Unsaturated Subgrade Soils-Reference-Cited by-同舟云学术

Generalized Plastic Mechanics–Based Constitutive Model for Estimation of Dynamic Stresses in Unsaturated Subgrade Soils

Published:2020-07 Issue:7 Volume:20 Page:04020084
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lin Peiyuan¹,Tang Liansheng²,Ni Pengpeng³

Affiliation:

1. Associate Professor, Southern Marine Science and Engineering Guangdong Laboratory (Zhuhai), Guangzhou 510275, China; Guangdong Key Laboratory of Oceanic Civil Engineering, Guangzhou 510275, China; Guangdong Research Center for Underground Space Exploitation Technology, Guangzhou 510275, China; School of Civil Engineering, Sun Yat-sen Univ., Guangzhou 510275, China.

2. Professor, School of Earth Sciences and Engineering, Sun Yat-sen Univ., Guangzhou 510275, China.

3. Professor, Southern Marine Science and Engineering Guangdong Laboratory (Zhuhai), Guangzhou 510275, China; Guangdong Key Laboratory of Oceanic Civil Engineering, Guangzhou 510275, China; Guangdong Research Center for Underground Space Exploitation Technology, Guangzhou 510275, China; School of Civil Engineering, Sun Yat-sen Univ., Guangzhou 510275, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001704

Reference69 articles.

1. Exponential Equation for Predicting Shear Strength Envelope of Unsaturated Soils

2. Soil mechanics in pavement engineering

3. Theory of elasticity of a multilayered medium;Bufler H.;J. Elast.,1971

4. Traffic-Load-Induced Permanent Deformation of Road on Soft Subsoil

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic Bearing Capacity of Strip Footings on Ground Reinforced by Stone Columns Using Upper-Bound Solutions;International Journal of Geomechanics;2020-09