The Effect of Karst Cave Space Distribution on Deformation Law of Double Track Tunnel Surrounding Rock

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Abstract:

Combined with the practical engineering of Changjiling tunnel in Guangdong highway, we analyzed the influence of different dimensions and positions of karst cave on deformation of the double track tunnel surrounding rock by FLAC3D. As the cave located above or below the left tunnel, the simulated result indicated the deformation characteristic of surrounding rock was similar. That was the Z-displacement took great part. And the displacements of the key points at the cross section of left tunnel decreased with increasing karst cave radius. But when the radius reached to a certain scale, the displacement also had enlargement trendy. On the contrary, the displacement of right tunnel′s key point increased with the increase of the cave radius, but the increased portion was minus to that of the left tunnel. When the cave located between left and right tunnel, horizontal displacement of the two tunnels surrounding rock increased and the Z-displacement decreased. And the displacement increased with the enlargement of size of karst cave. Meanwhile, deformation of the tunnel spandrel was asymmetric, that was, the displacement of tunnel closed to the caves was larger than the other.

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Periodical:

Advanced Materials Research (Volumes 374-377)

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2446-2451

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October 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Prokopy J G: Environmental Geology, 2003, 106(3): 34-37.

Google Scholar

[2] Waltham A C and Fookes P G: Quarterly Journal of Engineering Geology and Hydrogeology, 2003,36(2):101-118.

Google Scholar

[3] Shucai Li, Shuchen Li, Qingsong Zhang, Yiguo Xue, Wantao Ding, Shihang Zhong, Faliang He and Yushan Lin: Chinese Journal of Rock Mechanics and Engineering, 2007, 26(2):217-227.(in Chinese)

Google Scholar

[4] Hanchun Shang: Journal of Railway Engineering Society, 2007, (8):58-60.(in Chinese)

Google Scholar

[5] Shoujie Zang,Yanbo Qi and Jianlü Cheng: Journal of Water Resource and Architectural Engineering, 2007, 5(3):43-45.(in Chinese)

Google Scholar

[6] Chuannian Lin, Liping Li and Xingrui Han: Chinese Journal of Rock Mechanics and Engineering, 2008, 27(7): 1469-1476.(in Chinese)

Google Scholar

[7] Mingjie Zhao,Jianhua Ao,Xuhua Liu and Biao Wang: Chinese Journal of Rock Mechanics and Engineering,2004,23(2):213-217.(in Chinese)

Google Scholar

[8] Quansheng Liu,Shanyun Bai,Chunxi Xiao and Wei Gao: Chinese Journal of Rock Mechanics and Engineering,2007, 26 (10):1892-1990. (in Chinese)

Google Scholar

[9] Zhanping Song,Yanbo Qi and Ning Li: Rock and Soil Mechanics, 2007,28(S):485-489.

Google Scholar

[10] Daiming Tan, Taiyue Qi and Yangchun Mo: Chinese Journal of Rock Mechanics and Engineering, 2009,28(S2):3497-3503.

Google Scholar

[11] Yongxu Xia and Yongdong Wang: Mechanical calculation on tunnel structure(China Communications Press, Beijing 2004).

Google Scholar

[12] Bo Liu and Yanhui Han: Principles, examples and application guide of FLAC(China Communications Press, Beijing 2005).

Google Scholar