摘要
以北京地铁四号、十号线黄庄站工程为背景,结合现场施工量测结果,阐述了四号线在浅埋暗挖法施工条件下地表沉降产生的原因及沉降规律,分析了影响地表沉降的因素,并提出控制沉降的措施。
On the basis of engineering for Huangzhuang Station of Line No. 4 and Line No. 10 of Beijing Subway, by combining the analysis of the site monitoring measurement results, this thesis depicts the reasons and regularity of the ground subsidence induced by the method of a developed NATM in shallow and soft ground tunnel, analyses the influencing factors of the ground subsidence and puts forward relevant control measures.
出处
《铁道建筑技术》
2006年第3期1-4,共4页
Railway Construction Technology
关键词
地铁
浅埋暗挖车站
地表沉降
监控量测
subway
subway station mined in shallow stratum
ground subsidence
site monitoring measurement
