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Jul 21, 2016

A Jet-Grouted Wall in Mitigating Tunnelling Effects on Adjacent Structures

Abstract

Technical measures, such as underground partition wall, could sever as recourse to mitigate the ground movements induced by excavation. In this paper field monitoring and numerical analysis were used to examine the performance of underground jet-grouted partition wall in mitigating the effects of shield tunnel construction on existing pier of Xin-Zhong Road viaduct in the project of Changsha Subway Line 1 in China. The performance of the jet-grouted partition wall was calibrated by the reasonable agreement found between the observed field measurements and the numerical results. Underground jet-grouted-column partition wall was testified to serve as an effective measure in ground movement control given the need of tunnelling nearby piled structures.

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Go to Geo-China 2016
Geo-China 2016
Pages: 1 - 9

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Published online: Jul 21, 2016

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Postdoctoral Researcher, School of Civil Engineering, Central South Univ., Changsha 410075, China. E-mail: [email protected]
Junsheng Yang [email protected]
Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China. E-mail: [email protected]
Shuangting Zhu [email protected]
Power China Huadong Engineering Corporation Limited, HangZhou 310014. E-mail: [email protected]

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