Instability Mechanism and Supporting Measure for Highway Tunnel with High Ground Stress and Soft Surrounding Rock

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Abstract:

For the tunnel with high ground stress and soft surrounding rock, the deformation instability is the high frequency and great harm geological hazard. The supporting measure has become a important technique problem. This paper based on the Wuduxi tunnel, the characteristics of deformation and instability mechanism of surrounding rock and supporting structure are analyzed by means of the engineering geological investigation, theoretical analysis and field monitoring. The supporting measure include that using the steel floral tube to back up sidewall, adding support arch and filling foamed concrete, grouting reinforcement in basement. Finally, we use the field monitoring to check the supporting effect. The result shows that the supporting measure could achieve the desired treat effect and it has reference meaning to similar engineering.

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Periodical:

Advanced Materials Research (Volumes 1049-1050)

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213-216

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October 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] LIU Zhi-chun, ZHU Yong-quan, LI Wen-jiang. Mechanism and classification criterion for large deformation of squeezing ground tunnels [J]. Chinese Journal of Geotechnical Engineering, 2008, 30(5): 690- 697.

Google Scholar

[2] WANG Bo, LI Tian-bin, HE Chuan. Analysis of Failure Properties and Formatting Mechanism of Soft Rock Tunnel in Meizoseismal Areas[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31 (5): 928 - 936.

Google Scholar

[3] LIU Gao, ZHANG Fan-yu, LI Xin-zhao. Research on Large Deformation and Its Mechanism of Muzhailing Tunnel[J]. Chinese Journal of Rock Mechanics Engineering, 2005, 24(2) : 5521 - 5526.

Google Scholar

[4] National Standards of the People's Republic of China GB50218-94 Standard for Engineering Classification of Rock Masses[S] Bei Jing: China Planning Press, (1995).

Google Scholar

[5] WANG Jian-jun. The Deformation Mechanism of a Tunnel in Triassic Slate and Forecasting Surrounding Rock Classifications[J]. Modern Tunnelling Technology, 2013, 50(2) : 79 -83.

Google Scholar

[6] LU Xing-li, LIU Quan-sheng, SU Pei-fang. Instability Mechanism and Bracing Optimization for Roadway Groups With Soft and Fractured Surrounding Rock in Pan'er Coal Mine[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 35 (1) : 97 - 102.

Google Scholar

[7] Wang Jianyu, Hu Yuanfang, Liu Zhiqiang. Tunneling in Squeezing Ground with Yielding Supports[J]. Modern Tunnelling Technology, 2012, 49(3) : 9 - 17.

Google Scholar

[8] Hu Yuanfang, Liu Zhiqiang, Wang Jianyu. Squeezing Deformation Prediction of Soft Rocks under High Ground Stress and its Application [J]. Modern Tunnelling Technology, 2011, 48(3) : 28 - 33.

Google Scholar

[9] Wu Guangming. Construction Techniques for a Tunnel in Highly Deformed Soft Rock with High Ground Stress [J]. Modern Tunnelling Technology , 2012, 49(4) : 94- 97.

Google Scholar

[10] Guo Yan-wei Sun Qiong-feng. Tunnel Collapse Treatment by Protective Arch Technique [J]. Modern Tunnelling Technology, 2008, 45 (4) : 48 - 50.

Google Scholar