Performance of a Deep Excavation Supported by Diaphragm Walls Combining with Servo Steel Struts: A Case Study in Hangzhou, China, Soft Clay Deposits-Reference-Cited by-同舟云学术

Performance of a Deep Excavation Supported by Diaphragm Walls Combining with Servo Steel Struts: A Case Study in Hangzhou, China, Soft Clay Deposits

Published:2023-12 Issue:12 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xiao Qi-Zhang¹^ORCID,Liu Nian-Wu²,Li Ming-Guang³,Chen Jin-Jian⁴,Hou Yong-Mao⁵

Affiliation:

1. Postgraduate Student, Dept. of Civil Engineering, State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong Univ., 800 Dongchuan Rd., Shanghai 200240, China. ORCID: .

2. Associate Professor, School of Civil Engineering and Architecture, Zhejiang Sci-Tech Univ., 928 No. 2 St., Hangzhou 310018, China.

3. Associate Professor, Dept. of Civil Engineering, State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong Univ., 800 Dongchuan Rd., Shanghai 200240, China (corresponding author).

4. Professor, Dept. of Civil Engineering, State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong Univ., 800 Dongchuan Rd., Shanghai 200240, China.

5. Senior Engineer, Shanghai Tunnel Engineering Co., Ltd., 1099 South Wanping Rd., Shanghai 200137, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8815

Reference52 articles.

1. Factors Affecting Long-Term Efficiency of Compensation Grouting in Clays

2. Use of a Line of Piles to Prevent Damages Induced by Tunnel Excavation

3. Experimental investigations on a deep excavation support system with adjustable strut length

4. Numerical and analytical study on active earth pressure against inverted T-type retaining walls rotating about the base

5. Seismic pseudo-static active earth pressure of narrow granular backfill against an inverted T-type retaining wall under translational mode

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