Thermal Effects on Shear Characteristics of Unbound Granular Materials under Drained Conditions-Reference-Cited by-同舟云学术

Thermal Effects on Shear Characteristics of Unbound Granular Materials under Drained Conditions

Published:2023-04 Issue:4 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cao Zhigang¹^ORCID,Ye Xingchi²^ORCID,Gu Chuan³,Cai Yuanqiang⁴,Wang Jun⁵

Affiliation:

1. Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310027, PR China; Professor, Research Center for Balance Architecture, Zhejiang Univ., Hangzhou 310027, PR China. ORCID: .

2. Ph.D. Candidate, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310027, PR China. ORCID: .

3. Professor, College of Civil Engineering and Architecture, Wenzhou Univ., Chashan St., Wenzhou 325035, PR China; Professor, Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province, Wenzhou 325035, PR China (corresponding author).

4. Professor, College of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, PR China.

5. Professor, College of Civil Engineering and Architecture, Wenzhou Univ., Wenzhou 325035, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-10803

Reference54 articles.

1. Thermal volume changes of the mineral–water system in low-porosity clay soils

2. Boggs S. A. F. Y. Chu H. S. Radhakrishna and J. E. Steinmanis. 1982. “Underground cable thermal backfill.” In Proc. of the Symp. on Underground Cable Thermal Backfill. Willowdale ON Canada: Prgamon Press.

3. A laboratory study on the thermomechanical behaviour of clayey soils

4. A novel triaxial apparatus for thermo-mechanical testing of soils;Cekerevac C.;Geotech. Test. J.,2005

5. High-Pressure Thermal Isotropic Cell for Evaluation of Thermal Volume Change of Soils

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