Exploration of Goaf of Colliery Area with Engineering Materials in a Highway Tunnel

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The safety of Tongluoshan Tunnel construction and permanent structure , in the 6th light rail line in Chongqing City, is seriously interfered with coal mining area collapsed. Some characters of the goaf, such as the position, scale, groundwater and filling characteristics, had been probe by Ground Penetrating Radar. And then some measures had been taken, such as pipe roof ahead of support, sealers goaf filling pore grouting reinforcement. After disposal in accordance with the monitoring Data of the dynamic adjustment of the support program and to ensure construction safety, and proved the validity of the aforementioned prediction and disposal techniques similar goaf treatment.

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65-69

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March 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] LIU Zhao-wei, ZHANG Ding-li, ZHANG Min-qing: Grouting Technique for High-pressure and Water-rich Area in Maoba Syncline at Yuanliangshan Tunnel. Chinese Journal of Rock Mechanics and Engineering. Vol.24.No.10(2005), pp.1728-1734

Google Scholar

[2] ZHANG Chengping, ZHANG Dingli, WANG Mengshu, XIANG Yanyong: Study on Appropriate Parameters of Grouting Circle for Tunnels with Limiting Discharge Lining in High Water Pressure and Water-Enriched Region Chinese Journal of Rock Mechanics and Engineering. Vol.26.No. 11(2007), p.2270 – 2276

Google Scholar

[3] TIAN Hongming, CHEN Weizhong, TAN Xianjun,WANG Hui, TIAN Tian: Study of Reasonable Support Scheme for Soft Rock Tunnel in High GeostresS Zone. Chinese Journal of Rock Mechanics and Engineering. Vol.30.No.11(2011), pp.2285-2292

Google Scholar

[4] MENG Lubo, LI Tianbin, DUAN Zheng: Transient Electromagnetic Response Features of Unfavorable Geological Body in Tunnel Geological Prediction. China Railway Science. Vol.32.No.6(2011), pp.69-75

Google Scholar

[5] HU Yuan-xin,LIU Xin-rong , LI Xiao-hong, ZHANG Li-juan, WANG Dao-liang: Engineering Risk Management of Mountain Tunnels Based on Observation. Chinese Journal of Geotechnical Engineering. Vol.32.No.7(2010)

Google Scholar

[6] GAO Jian, ZHANG Yi-tong: Stability Analysis of Tunnel Face Reinforced with Advanced Pipe Grouting. Journal of Tianjin University. Vol.42.No. 8(2009), pp.666-672

Google Scholar

[7] Gang Chen, Zhang-zhong Wu, Fang-jie Wang and You-li Ma: Study on the application of a comprehensive technique for geological prediction in tunneling. Environmental Earth Sciences. Vol. 62.No. 8(2011), pp.1667-1671.

DOI: 10.1007/s12665-010-0651-y

Google Scholar

[8] Qingsong Zhang, Shucai Li, Ge Yanhui, Zhenhao Xu, and Rentai Liu: Study on Risk Evaluation Method of Water Inrush and Integrated Geological Prediction Technology in High-Risk Karst Tunnel. Advances in Pile Foundations, Geosynthetics, Geoinvestigations, and Foundation Failure Analysis and Repairs. Proceedings of the 2011 GeoHunan International Conference.

DOI: 10.1061/47631(410)33

Google Scholar

[9] Hai-tao Wang, Jin-qing Jia and Hai-gui Kang: Analytical approach and field monitoring for mechanical behaviors of pipe roof reinforcement. Journal of Central South University of Technology. Vol.16.No. 5(2009), pp.827-834

DOI: 10.1007/s11771-009-0137-9

Google Scholar

[10] J. A. Wang, D. Z. Li and X. C. Shang: Creep Failure of Roof Stratum Above Mined-Out Area

Google Scholar

[11] Rock Mechanics and Rock Engineering, Online First™, 14 March (2012)

Google Scholar

[12] Guo-yuan Xu and Chang-bin Yan. Numerical simulation for influence of excavation and blasting vibration on stability of mined-outarea. Journal of Central South University of Technology. Vol.13.No.5(2006), pp.577-583

DOI: 10.1007/s11771-006-0091-8

Google Scholar

[13] Z. Liu and Dianbin He: Special speleothems in cement-grouting tunnels and their implications of the atmospheric CO2sink. Environmental Geology. Vol.35.No.4(1998), pp.258-262.

DOI: 10.1007/s002540050312

Google Scholar

[14] Xiang-Bo Gong, Li-Guo Han, Jian-Jun Niu, Xiao-Pei Zhang and De-Li Wang, et al: Combined migration velocity model-building and its application in tunnel seismic prediction. Applied Geophysics. Vol.7.No.3(2010), pp.265-271.

DOI: 10.1007/s11770-010-0251-3

Google Scholar

[15] Yonggui Zhao, Hui Jiang and Xiaopeng Zhao: Tunnel seismic tomography method for geological prediction and its application. Applied Geophysics. Vol.3.No.2(2006), pp.69-74.

DOI: 10.1007/s11770-006-0010-7

Google Scholar

[16] Li Shifeng. Research on simulation test of grouting cement performances. Coal Engineering. No.1(2006), pp.76-77

Google Scholar

[17] Pang Zhongxia, Tian Limin. The Indoor Test and Research of Cement-Silicate Grout. SHANXI SCIENCE&TECHNOLOGY of COMMUNICATIONS. No.5(2010), pp.15-16

Google Scholar