DocumentCode
3237173
Title
Diaphragm wall deformation behaviors analysis of deep excavation in soft soil metro station
Author
Wang, Shaojun ; Ling, Xianzhang ; Song, Xiaodong ; Kang, Jie
Author_Institution
Sch. of Civil Eng., Harbin Inst. of Technol., Harbin, China
fYear
2011
fDate
22-24 April 2011
Firstpage
5856
Lastpage
5859
Abstract
City construction advanced the high-rise buildings and underground space to be built. To develop underground traffic is the inexorable trend to solve the traffic jam. Deep excavation of the metro station in soft soil usually gives rise to many environmental problems, such as slope failure, water burst and building settlements. This article analysis the construction step and techniques based on the factors of soft soil environmental geology and construction conditions. It provides some methods and advices. To secure the nearby buildings and roads by means of foundation reinforcement minishing enclosure wall displacements and use logical construction scheme.
Keywords
diaphragms; foundations; geology; geotechnical engineering; railways; soil; walls; city construction; deep excavation; diaphragm wall deformation behaviors analysis; foundation reinforcement minishing enclosure wall displacements; high-rise buildings; logical construction scheme; soft soil environmental geology; soft soil metro station; traffic jam; Buildings; Civil engineering; Manuals; Numerical simulation; Presses; Reconnaissance; Soil; deep foundation excavation; deformation behaviors; diaphragm wall; metro station; soft soil;
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.2011.5775284
Filename
5775284
Link To Document