Application and Numerical Simulation of Retaining Structure with Double-row Piles

Zhang Dan; Fa Liteng; Chen Quanfei

doi:10.3969/j.issn.1007-2993.2014.03.011

Volume 28 Issue 3

Jul. 2021

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Zhang Dan, Fa Liteng, Chen Quanfei. Application and Numerical Simulation of Retaining Structure with Double-row Piles[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2014, 28(3): 157-159. doi: 10.3969/j.issn.1007-2993.2014.03.011

Citation:

Zhang Dan, Fa Liteng, Chen Quanfei. Application and Numerical Simulation of Retaining Structure with Double-row Piles[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2014, 28(3): 157-159. doi: 10.3969/j.issn.1007-2993.2014.03.011

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Application and Numerical Simulation of Retaining Structure with Double-row Piles

doi: 10.3969/j.issn.1007-2993.2014.03.011

China Ordnance Industry Survey & Geotechnical Institute, Beijing 100053, China

Received Date: 2014-03-12
Available Online: 2021-07-19

Abstract

Abstract

Retaining structure with double-row piles has better lateral stiffness and ability of limiting the deformation. In this paper we took a foundation pit in Chaoyang District of Beijing as an example to introduce the applicability of retaining structure with double-row piles in the complex environment conditions. In addition,we conducted discussions on the retaining structure's deformation characteristics with double-row piles by project actual measurement and laboratory simulation.
- deep foundation pit,
- double-row piles,
- deformation,
- numerical simulation