Thrust Resistance Calculation Method in Diaphragm Wall Grab Trenching Considering Soil Accumulation and Slurry Pressure

[Objective] With the rapid development of urban rail transit in China, the excavation depth of station foundation pit diaphragm wall is increasing continuously, and the soil layers that are excavated through is becoming more complex. The direct object of diaphragm wall grab trenching is the soil, an...

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Bibliographic Details
Main Authors: CAO Yu, MENG Hongfeng, WANG Qian, WANG Xiaohui, LI Jie, CHEN Fudan
Format: Article
Language:zho
Published: Urban Mass Transit Magazine Press 2025-06-01
Series:Chengshi guidao jiaotong yanjiu
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Online Access:https://umt1998.tongji.edu.cn/journal/paper/doi/10.16037/j.1007-869x.20253053.html
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