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《Chinese Journal of Underground Space and Engineering》 2013-01
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Calculation Method for Settlement due to Shield Tunnelling Considering Structure Stiffness

Ouyang Wenbiao1,2,Ding Wenqi1,2,Xie Dongwu1,2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China; 2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University, Shanghai 200092,China)  
For tunnel crossing under through existing buildings,the shape of surface settlement trough due to shield tunnelling is different from that under situation without buildings on the ground.Based on the stiffness equivalent method and the approximate solution of surface settlement proposed by Verruijt and Booker,which is an extension of the method suggested by Sagaseta,a new approximate solution is proposed in this article to calculate the surface settlement due to shield tunnelling considering the stiffness of structure.Combined with the Shanghai Metro Line 11 project crossing through the Chongsi Building in Xuhui Middle School,a calculation was carried out and the result was compared with the monitoring data,the comparison showed that the result of the approximate solution is acceptable.
【Fund】: 教育部新世纪优秀人才资助项目(No.NCET-08-0403)
【CateGory Index】: TU196.1
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