New Pressure–Void Ratio Relationship for Structured Soils in the Virgin Compression Range-Reference-Cited by-同舟云学术

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New Pressure–Void Ratio Relationship for Structured Soils in the Virgin Compression Range

Published:2014-08 Issue:8 Volume:140 Page:06014009
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chowdhury Bishwajit¹,Haque Asadul²,Muhunthan Balasingam³

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Building 60, Monash Univ., Melbourne, VIC 3800, Australia.

2. Senior Lecturer, Dept. of Civil Engineering, Building 60, Monash Univ., Melbourne, VIC 3800, Australia (corresponding author).

3. Professor and Chair, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164-2910.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001153

Reference28 articles.

1. On the compressibility and shear strength of natural clays

2. A laboratory study of the strength of four stiff clays

3. A natural compression law for soils (an advance on e–log p′)

4. The influence of structure on the pre-failure behaviour of a natural clay

5. A general framework for the mechanical behaviour of clays

Cited by 12 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. Structural Parameter of Structured Soils and Its Application in Constitutive Modeling;International Journal of Geomechanics;2024-01

2. Effect of adsorbed water on compression behavior of high liquid limit soils;Journal of Central South University;2023-02

3. Microstructural analysis of pore characteristics of natural structured clay;Bulletin of Engineering Geology and the Environment;2022-10-15

4. Experimental study on deformation characteristics and pore characteristics variation of granite residual soil;Scientific Reports;2022-07-19

5. A Constitutive Model for Overconsolidated Structured Soils Using Structural Variable;Shock and Vibration;2021-08-09

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