Uniqueness of Suction Stress Value at Liquid Limit of Soil-Reference-Cited by-同舟云学术

Uniqueness of Suction Stress Value at Liquid Limit of Soil

Published:2023-01 Issue:1 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lu Ning¹^ORCID,Calderon Angel Rodrigo Angulo²,Wayllace Alexandra³

Affiliation:

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

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401.

3. Teaching Associate Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002937

Reference5 articles.

1. Practical Considerations when Using the Swedish Fall Cone

2. Measurement of Suction-Stress Characteristic Curve Under Drying and Wetting Conditions

3. Hansbo S. 1957. “A new approach to the determination of the shear strength of clay by the fall-cone test.” In Proc. Royal Swedish Geotechnical Institute. Linköping Sweden: Swedish Geotechnical Institute.

4. Suction Stress Characteristic Curve for Unsaturated Soil

5. Theoretical Soil Mechanics

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