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《Chinese Journal of Underground Space and Engineering》 2012-03
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Ground Settlement Controlling of Shield Tunnel by Strata Loss Theory

Wang Jianxiu1,2,Tian Puzhuo2,Fu Huixian2,Zhu Yanfei3(1.Key Laboratory of Geotechnical and Underground Engineering,Ministry of Education,Tongji University, Shanghai 200092,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;3.Shanghai Tunnel Engineering Company.Co.Ltd.,Shanghai 200072,China)  
The mechanism of ground settlement induced by shield tunneling is introduced according to the construction stages.Based on the concept of ground loss,a system to control the ground settlement of shield tunneling is established.The system considers both the parameters of soils and shield tunnel,the ground settlement under different ground loss is predicted by empirical formula,and the maximum ratio of ground loss corresponding to acceptable ground settlement is obtained.After that,numerical method is introduced to simulate the construction of the shield tunneling in order to get the 3D surface of the ground settlement.The result can be used to evaluate the influence of the shield tunneling construction to the building.Finally,a comparative analysis between the result of computation and the site monitoring is presented.Using the relationship among the ground settlement,the ratio of the ground loss and the parameters of shield tunneling construction,the influence of the tunneling construction to the building can be controlled by the system.
【Fund】: 国家自然科学基金(41072205);; 上海市自然科学基金(10ZR1431500)
【CateGory Index】: U455.43
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