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城市浅埋隧道施工过程变形规律
引用本文:杨利民,胡建华,周科平,和礼红.城市浅埋隧道施工过程变形规律[J].土工基础,2011,25(2):61-64.
作者姓名:杨利民  胡建华  周科平  和礼红
作者单位:1. 中南大学资源与安全工程学院,湖南省深部金属矿开发与灾害控制重点实验室,长沙410083
2. 武汉市政工程设计研究院有限责任公司,武汉,430015
基金项目:国家科技支撑计划项目,岩土力学与工程国家重点实验室资助课题
摘    要:城市浅埋隧道的施工会扰动周围的土体,形成地面不均匀沉降和塌陷,特别是城市浅埋隧道的施工路径对由于隧道开挖所产生的沉降与塌陷具有明显的影响,干扰隧道上方的地面交通、建筑等。使用数值方法模拟不同隧道开挖顺序,研究其施工路径对地层变形的影响规律,有着十分积极重要的意义。以武汉某隧道为研究对象,应用ANSYS有限元分析程序,对不同施工开挖顺序所产生的土体扰动变形规律进行了分析。得出了一些有益的结论并提出了有益的建议。

关 键 词:浅埋隧道  施工  变形规律  安全评价

Deformation Regularity During Shallow Buried Tunnel Construction in Urban
YANG Li min,HU Jian hua,ZHOU Ke ping,HE Li hong.Deformation Regularity During Shallow Buried Tunnel Construction in Urban[J].Soie Engineering and Foundation,2011,25(2):61-64.
Authors:YANG Li min  HU Jian hua  ZHOU Ke ping  HE Li hong
Affiliation:1.Hunan Key Laboratory of Mineral Resources Exploitation and Hazard Control for Deep Metal Mines,School of Resources and Safety Engineering,Central South University,Changsha 410083;2.Wuhan Municipal Engineering Design & Research Institute Co.Ltd.,Wuhan 430015,China)
Abstract:The surrounding soil mass was disturbed by the construction of urban shallow buried tunnel,then there was the differential settlement and collapse of surface,in which the influence of its stress pass was obvious,meanwhile the ground traffic and architectures were also disturbed.Therefore the soil layer deformation induced by the stress path of tunnel construction was studied by using ANSYS to simulate the excavation sequences of different tunnels.Based on the tunnel engineering in Wuhan,the deformation of disturbed soil was analyzed and its regularity was obtained.
Keywords:shallow buried tunnel  construct  deformation regularity  security evaluation
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