People Square Station of Shanghai Metro No.8 is a parallel transfer station
of which excavation is adjacent to People Square Station of Metro No.1. Monitoring data indicate that the constructed station inclines reversely during adjacent excavation. Through FDM numerical simulation
displacement transfer behavior of excavation is analyzed; and displacement transfer law of excavation adjacent large stiffness underground building
is analyzed. The results show that a large stiffness underground building makes a great difference of displacement that: (1) block effect
which results to minish the displacement of retaining structure; (2) cutting off the path of soil displacement transfer
which changes soil’s displacement and brings on building’s inclination reverse to pit.
Displacement superposition method of numerical analysis for determining influence of complex metro station construction on deformation of adjacent buildings
Investigation on deformation behaviors of foundation pit adjacent to existing metro stations
Application of mixing method to calculation of row pile anchor support in deep excavation
Analysis of control standard for ground surface settlement in excavating metro station by shield tunnel combined with pile-beam-arch method
Related Author
LIU Nian-wu
CHEN Yi-tian
GONG Xiao-nan
YU Ji-tao
XU Bang-shu
DING Wang-tao
LIU Lin-jun
YAN Qin
Related Institution
China Railway Eryuan Engineering Group Co., Ltd.
Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University
School of Civil Engineering and Architecture, Zhejiang Sci-Tech University
Anhui Institute of Building Research & Design
Research Center of Geotechnical and Structural Engineering,Shandong University