Design Method for Wall Deformation and Soil Movement of Excavations with Inclined Retaining Walls in Sand-Reference-Cited by-同舟云学术

Design Method for Wall Deformation and Soil Movement of Excavations with Inclined Retaining Walls in Sand

Published:2024-04 Issue:4 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zheng Gang¹,Guo Zhiyi²^ORCID,Zhou Haizuo³^ORCID,He Xiaopei⁴

Affiliation:

1. Professor, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China; Key Laboratory of Coast Civil Structure Safety, Tianjin Univ., Ministry of Education, Tianjin 300072, China; State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300072, China.

2. Ph.D. Student, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China; Key Laboratory of Coast Civil Structure Safety, Tianjin Univ., Ministry of Education, Tianjin 300072, China. ORCID: .

3. Associate Professor, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China; Key Laboratory of Coast Civil Structure Safety, Tianjin Univ., Ministry of Education, Tianjin 300072, China; State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300072, China (corresponding author). ORCID: .

4. Engineer, China Construction Sixth Engineering Bureau Co., Ltd., Tianjin 300171, China. Email: hexiaopei_2016shuo@163.com

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9029

Reference37 articles.

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2. Behaviour of diaphragm walls in clay prior to collapse

3. The design of stiff in-situ walls retaining overconsolidated clay, Part 1, short term behaviour;Bolton M. D.;Ground Eng.,1990

4. The design of stiff in-situ walls retaining overconsolidated clay, Part II, long term behaviour;Bolton M. D.;Ground Eng.,1990

5. Building Response to Excavation‐Induced Settlement

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