地铁施工沉降监测分析与控制

骆建军; 张顶立; 王梦恕; 张成平

doi:A

隧道建设 >

2006 , Vol. 26 >Issue 1: 10 - 13

DOI: https://doi.org/A

研究与探索

地铁施工沉降监测分析与控制

骆建军 ,
张顶立 ,
王梦恕 ,
张成平

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1.北京交通大学隧道及地下工程试验研究中心2.中隧集团有限公司

骆建军（1972-）|男|湖南汩罗人|在站博士后|主要从隧道施工力学及地铁施工安全风险分析方面的研究。

收稿日期: 2005-08-26

修回日期: 2006-01-13

网络出版日期: 2010-01-26

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Analysis on and Control of Settlement in Metro Construction

JIA Jian-Jun ,
Zhang-Ding-Li ,
Wang-Meng-Shu ,
Zhang-Cheng-Beng

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1. Tunnels and Underground Works Research &|Test Center of Beijing Jiaotong University2. China Railway Tunnel Group Co., Ltd

Received date: 2005-08-26

Revised date: 2006-01-13

Online published: 2010-01-26

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摘要

以北京地铁四、十号线黄庄站工程为背景、结合现场施工临控量测结果，总结了四号线黄庄站在浅埋暗挖法施工下地表及拱顶沉降产生的原因及沉降规律，并提出控制沉降的措施。对后续工程施工起到指导作用。

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骆建军 , 张顶立 , 王梦恕 , 张成平 . 地铁施工沉降监测分析与控制[J]. 隧道建设, 2006 , 26(1) : 10 -13 . DOI: A

Abstract

On basis of the results of the monitoring and measurement of Huangzhuang station of line No. 4 and No. 10 of Beijing Metro, the article summarizes the reasons and regular pattern of ground surface settlement and crown subsidence of Huangzhuang station of line No. 4 of Beijing Metro constructed by shallowburied undercutting method, and presents relevant countermeasures to control the settlement. The article can provide guidance for the construction of similar works in the future.

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