Water Retention Curve with Different Void Ratios over a Wide Suction Range and Its Application to Shear Strength-Reference-Cited by-同舟云学术

Water Retention Curve with Different Void Ratios over a Wide Suction Range and Its Application to Shear Strength

Published:2022-08 Issue:8 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cai Guoqing¹,Liu Yi²,Li Jian³,Yang Rui⁴,Zhao Chenggang⁵

Affiliation:

1. Professor, Key Laboratory of Urban Underground Engineering of Ministry of Education, Beijing Jiaotong Univ., Beijing 100044, China; School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China.

2. Ph.D. Student, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China (corresponding author).

3. Associate Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China.

4. Postdoctoral Research Associate, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China.

5. Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002484

Reference37 articles.

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3. Adsorption of Gases in Multimolecular Layers

4. A ONE-PARAMETER EQUATION FOR WATER SORPTION ISOTHERMS OF SOILS

5. Campbell, G. S., and S. Shiozawa. 1992. “Prediction of hydraulic properties of soils using particle-size distribution and bulk density data.” In Indirect methods for estimating the hydraulic properties of unsaturated soils, edited by M. T. van Genuchten, F. J. Leij, and L. J. Lund, 317–328. Riverside, CA: USDA, U.S. Salinity Laboratory.

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