Study of Ground Subsidence Induced by the Shallow Buried Tunnel on the Inclined Surface Conditions

›› 2013, Vol. 27 ›› Issue (1): 63-65.

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Study of Ground Subsidence Induced by the Shallow Buried Tunnel on the Inclined Surface Conditions

CAI Hui

(Fujian Provincial Expressway Construction Administration，Fuzhou，350108)

Received:2013-01-12 Online:2013-02-28 Published:2013-03-05

Abstract

Abstract: A shallow buried tunnel is situated in a laterally inclined rock mass. The ground subsidence induced by the tunnel construction is evaluated based on different ground inclination angles: no inclination, 1V:20 H; 1:V:10H and 1V:8H. The double tunnel length has a fixed 10 meters in Class V rock masses. The settlement characteristics of different inclination angle have been evaluated in this paper.

Key words: Shallow Buried Tunnel Construction Method, Laterally Inclined Rock Mass, Finite Element Analysis, Ground Subsidence

CAI Hui. Study of Ground Subsidence Induced by the Shallow Buried Tunnel on the Inclined Surface Conditions[J]. , 2013, 27(1): 63-65.

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Study of Ground Subsidence Induced by the Shallow Buried Tunnel on the Inclined Surface Conditions

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