Numerical Simulation of Retaining and Protection Structure with Soldier Pile Wall and Single Strut for an Excavation

Li Ziwei; Liu Chun; Meng Xiujing

doi:10.369.j.issn.1007-2993-2015.03.011

Volume 29 Issue 3

Jul. 2021

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Li Ziwei, Liu Chun, Meng Xiujing. Numerical Simulation of Retaining and Protection Structure with Soldier Pile Wall and Single Strut for an Excavation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2015, 29(3): 149-152. doi: 10.369.j.issn.1007-2993-2015.03.011

Citation:

Li Ziwei, Liu Chun, Meng Xiujing. Numerical Simulation of Retaining and Protection Structure with Soldier Pile Wall and Single Strut for an Excavation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2015, 29(3): 149-152. doi: 10.369.j.issn.1007-2993-2015.03.011

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Numerical Simulation of Retaining and Protection Structure with Soldier Pile Wall and Single Strut for an Excavation

doi: 10.369.j.issn.1007-2993-2015.03.011

1. Beijing R&F Properties Development Co., Ltd, Beijing 100022, China;
2. China Ordnance Industry Survey, Design&Research Institute, Beijing 100053, China

Received Date: 2015-04-16
Available Online: 2021-07-19

Abstract

Abstract

By using the finite element software, Plaxis, HS soil constitutive medol is adopted to simulate of R & F Guangdong Building in Tianjin. The monitoring and numerical simulation analysis show that supported by the soldier pile wallsrut can effectively limit the lateral displacement of excavation. The numerical results agree with the monitoring data. It is helpful to use the Plaxis for the design and construction of excavation.
- soldier pile wall,
- excavation,
- numerical simulation,
- PLAXIS