Normalized analysis of deformation for deep excavation diaphragm walls under different neighboring building conditions
Author:
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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1. Effect of Steel Support Cross-Section and Preloaded Axial Force on the Stability of Deep Foundation Pits;Buildings;2024-08-16
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