Is the Conventional Pore Water Pressure Concept Adequate for Fine-Grained Soils in Geotechnical and Geoenvironmental Engineering?-Reference-Cited by-同舟云学术

Is the Conventional Pore Water Pressure Concept Adequate for Fine-Grained Soils in Geotechnical and Geoenvironmental Engineering?

Published:2021-10 Issue:10 Volume:147 Page:02521001
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lu Ning¹^ORCID,Likos William J.²,Luo Shengmin³^ORCID,Oh Hyunjun⁴^ORCID

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, 1012 14th St., Golden, CO 80401 (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, 1415 Engineering Dr., Madison, WI 53706.

3. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Colorado School of Mines, 1012 14th St., Golden, CO 80401. ORCID: .

4. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, 1415 Engineering Dr., Madison, WI 53706. ORCID: .

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.1943-5606.0002612

Reference62 articles.

1. Specific Surface Area of Clay Using Water Vapor and EGME Sorption Methods

2. A constitutive model for partially saturated soils

3. The temperature and pressure dependence of viscosity and volume for two reference liquids

4. On equilibrium and primary variables in transport in porous media

5. Field Performance of Compacted Clay Liners

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