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| RUNNING TUNNEL CONSTRUCTION TECHNOLOGY FOR SECOND PHASE，PEARL LINE PROJECT， SHANGHAI RAIL TRANSIT |
| Li Linghang |
| (Shanghai Tunnel Engineering Construction Co. Ltd.， Shanghai 200032 China) |
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Abstract The locating of base stand for a curved break-out，the setting of balancing earth pressure for uphill thrust under shallow overburden，and the dealing of segment overshoot are described in the case study of constructing the running tunnels along Second Phase，Pearl Line，Shanghai Rail Transit，including that between Yishan Road and Hongqiao Road and that between Shanghai Indoor Stadium and Yishan Road，and that of the uplink between Guangzhong Road and Lingshi Road along Gonghexinlu Viaduct Project.
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1 上海隧道工程股份有限公司《软土地下工程施工技术》编写组. 软土地下工程施工技术[M]. 上海：华东理工大学出版社，2001
2 刘建航，侯学渊. 基坑工程手册[M]. 北京：中国建筑工业出版社，1997
3 华南理工大学. 地基及基础[M]. 北京：中国建筑工业出版社，1991
4 王毅才. 隧道工程[M]. 北京：人民交通出版社，1993
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MAO Yuting1, 2, HE Manchao1, 2, LIU Fangzhou3, BAI Xing4, YANG Xiaojie1, 2, TAO Zhigang1, 2*. Development and application of a large-scale physical model system for tunnel creep testing[J]. , 2026, 45(6): 1627-1638. |
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2004, Vol. 23 
