Analysis of Progressive Failure between Soil and Structure Interface in the Direct Shear Test Using a New Method-Reference-Cited by-同舟云学术

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Analysis of Progressive Failure between Soil and Structure Interface in the Direct Shear Test Using a New Method

Published:2021-04-07 Issue:6 Volume:49 Page:20200489
ISSN:0090-3973
Container-title:Journal of Testing and Evaluation
language:en
Short-container-title:J. Test. Eval.

Author:

Gan Fei¹,Bi Jing²,Cao Teng¹,Liu Pengfei³,Wang Chaolin¹

Affiliation:

1. College of Civil Engineering, Guizhou University, Huaxi District, Guiyang, Guizhou Province 550025, P. R. China; and Guizhou Provincial Key Laboratory of Rock and Soil Mechanics and Engineering Safety, Huaxi District, Guiyang, Guizhou Province 550025, P. R. China

2. College of Civil Engineering, Guizhou University, Huaxi District, Guiyang, Guizhou Province 550025, P. R. China; and Guizhou Provincial Key Laboratory of Rock and Soil Mechanics and Engineering Safety, Huaxi District, Guiyang, Guizhou Province 550025, P. R. China (Corresponding author), e-mail: demonjjun@126.com, http://orcid.org/0000-0002-0293-4355

3. School of Civil Engineering, Guangzhou University, No. 230, Huanxi Rd., Guangzhou, Guangdong 510006, P. R. China

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Microstructural Analysis on Shear Behavior of New-fill and Silt Interface in Check Dam;Journal of Soils and Sediments;2024-07-23

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