Study on Deformation Influence of Deep Foundation Pit Pile-Anchor Supporting System Nearby Metro Structure

Author:

Peng Hua1,Xiao Xiao Qi2,Dong Zhi Yong1

Affiliation:

1. Beijing Jiaotong University

2. Beijing Jiaoda Architectural Survey and Design Company Limited

Abstract

In the big cities, any construction nearby the metro structure become critical to the safety of the metro,especially for deep foundation pit engineering.In such case,Pile-anchor supporting system is normally used, however different deformation shape of the supporting wall will bring different deformation of the metro structure.This paper analysed the relations between the pile-anchor supporting system and the nearby metro structures and stated how to control the nearby metro structure deformation through the design of the Pile-anchor supporting system.The analysis showed the following conclusions:If the nearby metro structure is closer to the ground surface, it will be more sensitive to the deformation of the piles-anchor system;Shape 1 & 2 are better to control the metro structure deformation,Shape 3 will result bigger settlement;the metro structure above and in the middle of the foundation bottom level are very much influenced by the deformation of the piles;If the deformation of metro structure exceeds the allowable value, other measures should be considered.

Publisher

Trans Tech Publications, Ltd.

Reference8 articles.

1. Brown, D.Z. and Vinson, R.J. Stiffness parameters for a strong and colorful aeolian soil. [J]Geomaterial Characterization (GSP 199), (2006): 12-22.

2. Wenhua Gao, Linde Yang, Pusheng Shen, Deformation forecast for foundation pit and enviromental protection around pit[J]Chinese Journal of Rock Mechanics and Engineering. 2001. (04). (In Chinese).

3. Zhiyong Zhan. Analysis of Foundation Pit Deformation and Prediction of Surrounding Land Subsidence. [J]Building Construction. 2007. (12) (In Chinese).

4. Jianxi Ren, Kun Zhang, Xinyan Chen, Chao Feng, Lixin Gao. Deformation laws of supporting structure for deep foundation pit of Olympic Park subway station[J]. Chinese Journal of Geotechnical Engineering. 2008. (In Chinese).

5. Guoliang Zhang. Study on the Stability and Deformation Characteristics of Deep Foundation Pit Near Existing Line[J] Zhong Nan University. 2012. (12). (In Chinese).

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3