We found a match
Your institution may have access to this item. Find your institution then sign in to continue.
- Title
EFFECT OF JAPANESE SMW ENGINEERING METHOD ON DEEP FOUNDATION PIT OF SUBWAY STATIONS.
- Authors
Wang Xin
- Abstract
On the basis of requirements on retaining and protection of deep foundation pit in subway stations, this study analyzes deformation laws of deep soil horizontal displacement, ground settlement and axial load of bracing of foundation pit. Through changing relevant parameters of soil mass and space enclosing structure, this study also explores effect of different physical properties of soil, different types and layout forms of fashioned iron and different pre axial forces on deformation of retaining structures of soil mixing wall (SMW), as well as put forward relevant measures for predicting and controlling of foundation pit deformation. Besides, numerical modeling is also performed during excavation process of subway stations and effects of different parameters on structure of foundation pit deformation are obtained.
- Publication
Romanian Review Precision Mechanics, Optics & Mecatronics, 2016, Issue 49, p34
- ISSN
1584-5982
- Publication type
Academic Journal