Case Study for the Influence of Uplift Pile Arrangement Type on the Internal Forces of the Foundation

LUO Xiao-dong; ZHANG Huai-jing; SUN Hong-wei

doi:10.3969/j.issn.1007-2993.2015.04.006

Volume 29 Issue 4

Jul. 2021

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LUO Xiao-dong, ZHANG Huai-jing, SUN Hong-wei. Case Study for the Influence of Uplift Pile Arrangement Type on the Internal Forces of the Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2015, 29(4): 187-191. doi: 10.3969/j.issn.1007-2993.2015.04.006

Citation:

LUO Xiao-dong, ZHANG Huai-jing, SUN Hong-wei. Case Study for the Influence of Uplift Pile Arrangement Type on the Internal Forces of the Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2015, 29(4): 187-191. doi: 10.3969/j.issn.1007-2993.2015.04.006

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Case Study for the Influence of Uplift Pile Arrangement Type on the Internal Forces of the Foundation

doi: 10.3969/j.issn.1007-2993.2015.04.006

1. Beijing University of Civil Engineering and Architecture, Beijing 100044, China;
2. Beijing Institute of Architecture Design Co., Ltd, Beijing 100045, China

Received Date: 2015-03-12
Available Online: 2021-07-19

Abstract

Abstract

In order to ensure the safety and normal use of buildings,the uplift pile should be used when the underground water level is high.By using MIDAS/GTS to calculate the foundation slab and beam bending moment of three normal uplift pilearrangement type in actual projects at different underground water level,the best type for certain working condition could be found.
- uplift pile,
- arrangement type,
- numerical analysis,
- bending moment