Resistance of large deformation of the Wushaoling Tunnel F7 soft fault

2007, Volume 1, Issue 1

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Frontiers of Structural and Civil Engineering >> 2007, Volume 1, Issue 1 doi: 10.1007/s11709-007-0013-3

Resistance of large deformation of the Wushaoling Tunnel F7 soft fault

1.Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2.College of Civil Engingeering, Southeast University, Nanjing 210096, China;

Available online: 2007-03-05

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Abstract

In this article, the mechanical characteristics of the squeeze of the F7 fault of the Wushaoling Tunnel are analyzed. The measurements and techniques are proposed to resist the deformation. The result indicates that the method of construction to control the further squeeze deflection is appropriate.

Keywords

F7 ; deformation ; appropriate ; construction ; mechanical

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