A New True Triaxial Apparatus for Finite Deformation with a Novel Rigid–Flexible Loading Device-Reference-Cited by-同舟云学术

A New True Triaxial Apparatus for Finite Deformation with a Novel Rigid–Flexible Loading Device

Published:2022-05-11 Issue:4 Volume:45 Page:20210264
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Xie Wen-Bo¹,Ye Guan-Lin²,Zhang Qi¹,Chen Jin-Jian¹,Zhang Feng³

Affiliation:

1. Department of Civil Engineering, State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, 800 Dongchuan Rd., Shanghai 200240, China

2. Department of Civil Engineering, State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, 800 Dongchuan Rd., Shanghai 200240, China (Corresponding author), e-mail: ygl@sjtu.edu.cn, https://orcid.org/0000-0003-4097-3061

3. Department of Civil Engineering, Nagoya Institute of Technology, Gokiso-cho, Showa-ku, Nagoya 4668555, Japan

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference29 articles.

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3. A True Triaxial Apparatus for Soil Testing with Mixed Boundary Conditions;Alshibli;Geotechnical Testing Journal,2005

4. Evaluation of QuasiElastic Properties of Gravel Using a Large-Scale True Triaxial Apparatus;AnhDan;Geotechnical Testing Journal,2006

5. Airey, D. W. and D. M. Wood. 1988. “The Cambridge True Triaxial Apparatus.” In Advanced Triaxial Testing of Soil and Rock, edited by M. L. Silver, 796–805. West Conshohocken, PA: ASTM International. https://doi.org/10.1520/STP29115S

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