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《Engineering Mechanics》 2017-12
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CHEN Ren-peng;WANG Cheng-jie;LU Li;MENG Fan-yan;MOE Key Laboratory of Soft Soil and Environmental soil Engineering, Zhejiang University;Institute of Geotechnical Engineering, Zhejiang University;College of Civil Engineering, Hunan University;  
The metro shield tunnel has strict deformation control requirements. As the development of subway network, the adjacent excavation has become an important hidden threat to subway tunnel safety. First, the paper introduces the commonly used constitutive models and their parameter obtaining method in numerical simulation of a deep excavation project. Then, the change law of the tunnel deformation and stress due to deep excavation in the side or above of a metro tunnel are studied, and tunnel deformation control measures for the excavation with the underlying tunnel or tunnel in flank are developed. Meanwhile the advanced methods of tunnel deformation and force monitoring are introduced. At the end, for the cracks and water-leakage caused by the oversize deformation of the shield tunnel segment, the relevant tunnel reinforcement methods and their effect are presented. The direction for further research is put forward.
【Fund】: 国家重点研发计划项目(2016YFC0800207);; 深圳市交通公用设施建设中心项目(20151118003B);; 湖南省重点研发计划项目(0105679005);; 中建隧道建设有限公司技术开发课题项目(17430102000417)
【CateGory Index】: U231.3;U455.43
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