An analysis on the retaining structures for deep excavation in a crossing interchange metro station

Author

Anfeng, Hu ; Bolang, Chen

Author_Institution

MOE Key Lab. of Soft & Geoenvironmental Eng., Zhejiang Univ., Hangzhou, China

fYear

2011

fDate

22-24 April 2011

Firstpage

61

Lastpage

64

Abstract

The proposed Binjiang station is a metro station for Line 1 in Hangzhou. Because of the change of planning for metro lines, the station is used as a crossing interchange metro station for Line 1 and Line 6. Due to the adjustment, Line 6 will pass below Line 1, which leads to an unusual foundation pit with am irregular shape and a varying excavation depth. Owing to the peculiarity and complexity of this project, the numerical software ABAQUS is utilized to study the behaviors of the foundation pit and some useful conclusions are obtained.

Keywords

planning; railway engineering; structural engineering computing; ABAQUS; Binjiang station; crossing interchange metro station; deep excavation; numerical software; planning; retaining structures; Force; Monitoring; Numerical analysis; Numerical models; Shape; Soil; Solid modeling; a crosing interchange metro station; deep foundation pit; numerical simulation;

fLanguage

English

Publisher

ieee

Conference_Titel

Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on

Conference_Location

Lushan

Print_ISBN

978-1-4577-0289-1

Type

conf

DOI

10.1109/ICETCE.2011.5774353

Filename

5774353