Evolution of Unsaturated Shear Strength and Microstructure of a Compacted Silty Clay on Wetting Paths-Reference-Cited by-同舟云学术

Evolution of Unsaturated Shear Strength and Microstructure of a Compacted Silty Clay on Wetting Paths

Published:2021-12 Issue:12 Volume:21 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Gao Qian-Feng¹^ORCID,Zeng Ling²,Shi Zhen-Ning¹^ORCID,Zhang Rui³

Affiliation:

1. Lecturer, School of Traffic & Transportation Engineering, Changsha Univ. of Science & Technology, Changsha 410114, China. ORCID: .

2. Associate Professor, School of Civil Engineering, Changsha Univ. of Science & Technology, Changsha 410114, China (corresponding author).

3. Professor, School of Traffic & Transportation Engineering, Changsha Univ. of Science & Technology, Changsha 410114, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002207

Reference52 articles.

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3. ASTM. 2017. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-17. West Conshohocken, PA: ASTM.

4. Macrostructural changes in compacted earthen construction materials under loading;Beckett C. T. S.;Acta Geotech.,2013

5. Influence of suction on the strength and stiffness of compacted sand bentonite;Blatz J. A.;Can. Geotech. J.,2002

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