A New Analytical Model for Trapdoor Tests Considering Effect of Incomplete Soil Arching and Principal Stress Deflection-Reference-Cited by-同舟云学术

A New Analytical Model for Trapdoor Tests Considering Effect of Incomplete Soil Arching and Principal Stress Deflection

Published:2023-11 Issue:11 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Yu¹,Yang Jing²,Guo Fei³,Tao Lianjin⁴,Liu Jun⁵,Zhao Xu⁶,Tan Lei⁷,Yang Xiaohui⁸

Affiliation:

1. Assistant Professor, Beijing Advanced Innovation Center for Future Urban Design, Beijing Univ. of Civil Engineering and Architecture, Beijing 102627, China.

2. Professor, Beijing Advanced Innovation Center for Future Urban Design, Beijing Univ. of Civil Engineering and Architecture, Beijing 102627, China (corresponding author).

3. Senior Engineer, Beijing Municipal Construction Group Co., Ltd, Beijing 100045, China.

4. Professor, Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

5. Professor, Beijing Advanced Innovation Center for Future Urban Design, Beijing Univ. of Civil Engineering and Architecture, Beijing 102627, China.

6. Professor, The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

7. Senior Engineer, Beijing Municipal Engineering Institute, Beijing 100037, China.

8. Intermediate Engineer, Beijing Municipal Engineering Institute, Beijing 100037, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8585

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