Diaphragm Wall Deformation Behavior and Inclinometer Data Analysis for Braced Deep Excavations-Reference-Cited by-同舟云学术

Diaphragm Wall Deformation Behavior and Inclinometer Data Analysis for Braced Deep Excavations

Published:2024-06 Issue:6 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhao Huajing¹,Shen Xiaoming²,Jia Pengjiao³,Zhou Xiaoqi¹

Affiliation:

1. Ph.D. Candidate, School of Rail Transportation, Soochow Univ., Suzhou 215131, China.

2. Senior Engineer, Suzhou Rail Transit Group Co., Ltd., Suzhou 215000, China.

3. Associate Professor, School of Rail Transportation, Soochow Univ., Suzhou 215131, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8855

Reference29 articles.

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2. Numerical analysis of the installation effect of diaphragm walls in saturated soft clay

3. Clough G. P. Weber and J. Lamont. 1972. “Design and observation of a tied-back wall.” In Performance of earth and earth-supported structures. Reston VA: ASCE.

4. Clough G. W. and T. D. O’Rourke. 1990. “Construction induced movements of in situ walls.” In Vol. 25 of Design and performance of earth retaining structures edited by P. C. Lambe and L. A. Hansen 439–470. Reston VA: ASCE.

5. Cornforth D. 2005. Landslides in practice: Investigation analysis and remedial/preventative options in soils. New York: Wiley.

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