Introduction
Bimonthly, started in 1957
Administrator
Shanxi Provincial Education Department
Sponsor
Taiyuan University of Technology
Publisher
Ed. Office of Journal of TYUT
Editor-in-Chief
SUN Hongbin
ISSN: 1007-9432
CN: 14-1220/N
Administrator
Shanxi Provincial Education Department
Sponsor
Taiyuan University of Technology
Publisher
Ed. Office of Journal of TYUT
Editor-in-Chief
SUN Hongbin
ISSN: 1007-9432
CN: 14-1220/N
location: home > paper >
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Numerical Analysis on Pile Foundations' Settlement in Large Diameter Shield Tunnel Construction
DOI:
10.16355/j.cnki.issn1007-9432tyut.2017.05.012
Received:
Accepted:
| Corresponding author | Institute | |
| YANG Jifang | Shanxi Transportation Research Institute |
abstract:
According to the construction conditions of a large diameter shield tunnel under construction in soft ground adjacent pile foundation of high-rise building, a three-dimensional numerical model was established and compared with field data to verify the rationality of the model. The paper also discussed the effects of different crossing forms of shield construction on high-rise building settlement and pile deformation for large diameter shield through the pile foundation of high-rise building, thus to provide reference for construction control.
Keywords:
large diameter shield tunnel;pile foundation;high building;settlement;numerical analysis;