Normalized analysis of deformation for deep excavation diaphragm walls under different neighboring building conditions

Author:

Hsu Chia-FengORCID,Tsai Yi-Hao,Chen Yue-Rong,Li Yeou-Fong,Chen Shong-Loong

Funder

National Taipei University of Technology

Publisher

Elsevier BV

Reference29 articles.

1. The Method to Obtain the Active Earth Pressure in the Soft Foundation Pit Soil Area Based on the Time-Space Effect;Huang,1997

2. Three-dimensional numerical analysis on the influence of buttress wall removal timing on the lateral deformation of diaphragm walls during deep excavation;Hsu;Buildings,2023

3. Influence of different construction methods on lateral displacement of diaphragm walls in large-scale unsupported deep excavation;Chiu;Buildings,2024

4. Collapse of braced excavation in Singapore;Ishihara,2011

5. Failure investigation at a collapsed deep excavation in very sensitive organic soft clay;Chen;J. Perform. Constr. Facil.,2015

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