Research on Numerical Simulation of Top-Down Construction Effect of Diaphragm Wall of Deep and Large Foundation Pit under Different Working Conditions in Complex Stratum
Author:
Affiliation:
1. Wenzhou University, Wenzhou 325035, China
2. Wenzhou University of Technology, Wenzhou 325035, China
3. Shanghai Tunnel Engineering Co., Ltd, Shanghai 200000, China
Abstract
Funder
Wenzhou Railway and Rail Transit Investment Co., Ltd
Publisher
Hindawi Limited
Subject
Civil and Structural Engineering
Link
http://downloads.hindawi.com/journals/ace/2022/2576122.pdf
Reference23 articles.
1. Passive and active earth pressures in the presence of groundwater flow
2. Application and development of new technology for deep foundation pit support in soft soil foundation along the coast of Zhejiang;X. Yang;Journal of Geotechnical Engineering,2012
3. Analysis of deformation of retaining wall of deep foundation pit works in podium of Shanghai Center Tower;X. Wang;Chinese Journal of Rock Mechanics and Engineering,2012
4. Performance of Excavations for Depressed Expressway in Singapore
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2. Monitoring Analysis of a Deep Foundation Pit with Water Supported by Cast-in-Place Pile and Internal Bracing in a Soft Soil Area of Fuzhou;Water;2023-08-21
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