关键孔注浆方法在高压裂隙水封堵中的应用研究

Abstract
Figure/Table
References
Related Citation (15)

Download: PDF (397 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract In the construction of underground engineering， the key-hole grouting method is first proposed in the treatment of high pressure water gushing problems of fractured rock mass. A key-hole optimization method of multilevel factors has been studied by analytic hierarchy process(AHP). In practical engineering applications，grouting holes have been optimal designed by conclusions of geological analysis and physical exploration. Then the key-hole optimization method is used to select holes. The grouting parameters have been designed referencing conclusions of interconnection test. Finally，a good plugging effect has been achieved by grouting. The key-hole grouting method has good popularized value to similar projects.

Key words： rock mechanics key-hole dynamic grouting analytic hierarchy process(AHP) interconnection test grouting parameters

Received: 31 January 2011

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors

Cite this article:

URL:

https://rockmech.whrsm.ac.cn/EN/Y2011/V30/I7/1414

[1]	李术才，李树忱，张庆松，等. 岩溶裂隙水与不良地质情况超前预报研究[J]. 岩石力学与工程学报，2007，26(2)：217-225.(LI Shucai，LI Shuchen，ZHANG Qingsong，et al. Forecast of the karst-fractured groundwater and defective geological condition[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(2)：217-225.(in Chinese))
[2]	刘斌，李术才，李树忱，等. 隧道含水构造直流电阻率法超前探测研究[J]. 岩土力学，2009，30(10)：3 093-3 101.(LIU Bin，LI Shucai，LI Shuchen，et al. Study of advanced detection of water-bearing geological structures with DC resistivity method[J]. Rock and Soil Mechanics，2009，30(10)：3 093-3 101.(in Chinese)) " target="_blank">
[3]	刘树才，岳建华，刘志新. 煤矿水文物探技术与应用[M]. 徐州：中国矿业大学出版社，2005：167-202.(LIU Shucai，YUE Jianhua，LIU Zhixin. Hydrogeophysical exploration technique and application in coal seams[M]. Xuzhou：China University of Mining and Technology Press，2005：167-202.(in Chinese)) " target="_blank">
[4]	申宝宏. 矿井地质雷达在煤矿中的应用现状[J]. 矿业安全与环保，1999，(1)：3-5.(SHEN Baohong. Present state of application of geology radar in coal mines[J]. Mining Safety and Environmental Protection，1999，(1)：3-5.(in Chinese)) " target="_blank">
[5]	姜志海，岳建华，刘志新. 矿井瞬变电磁法在老窑水超前探测中的应用[J]. 工程地球物理学报，2007，4(4) ：291-294.(JIANG Zhihai，YUE Jianhua，LIU Zhixin. Application of mine transient electromagnetic method in forecasting goaf water[J]. Chinese Journal of Engineering Geophysics，2007，4(4)：291-294.(in Chinese)) " target="_blank">
[6]	王桂梁，龙荣生，徐凤银，等. 矿井构造预测[M]. 北京：煤炭工业出版社，1993：5-20.(WANG Guiliang，LONG Rongsheng，XU Fengyin，et al. Forecast of geological structures in the mine[M]. Beijing：China Coal Industry Publishing House，1993：5-20.(in Chinese)) " target="_blank">
[7]	SHIMODA M，OHMORI H. Ultra fine grouting material[C]// Proceedings of Conference on Grouting in Geotechnical Engineering. New Orleans：[s.n.]，1982：77-91. " target="_blank">
[8]	MATSUMOTO N. Development of grouting material for cement powder grouting[C]// Proceedings of IS-TOKYO 96/the 2nd International Conference on Ground Improvement Geosystems. [S.l.]：[s.n.]，1996：59-64. " target="_blank">
[9]	李向红，傅德明，张冠军. CCG注浆试验研究[J]. 工业建筑，2003，33(11)： 17-20.(LI Xianghong，FU Deming，ZHANG Guanjun. The research into a field experiment on compaction grouting[J]. Industrial Construction，2003，33(11)： 17-20. (in Chinese)) " target="_blank">
[10]	王玉钦，冀焕军，杨永利. 煤矿井下动水注浆堵水实践[J]. 煤炭科学技术，2007，35(2)：30-33.(WANG Yuqin，JI Huanjun，YANG Yongli. Practices on dynamic water grouting and sealing in coal mine[J]. Coal Science and Technology，2007，35(2)：30-33.(in Chinese)) " target="_blank">
[11]	曹胜根，刘长友. 高档工作面断层破碎带顶板注浆加固技术[J]. 煤炭学报，2004，29(5)：545-549.(CAO Shenggen，LIU Changyou. Grouting reinforcement technique in fault broken roof in working face with individual props[J]. Journal of China Coal Society，2004，29(5)：545-549.(in Chinese)) " target="_blank">
[12]	张霄，李术才，张庆松，等. 矿井高压裂隙涌水综合治理方法的现场试验[J]. 煤炭学报，2010，35(8)：1 314-1 318.(ZHANG Xiao，LI Shucai，ZHANG Qingsong，et al. Filed test of comprehensive treatment for high pressure dynamic grouting[J]. Journal of China Coal Society，2010，35(8)：1 314-1 318.(in Chinese)) " target="_blank">
[13]	ZHANG X，LI S C，ZHANG Q S，et al. Research on treatment system of high pressure water disaster and its application in deep-buried underground engineering[C]// International Symposium on Risk Control and Management of Design，Construction and Operation in Underground Engineering. [S.l.]：[s.n.]，2009：1-4. " target="_blank">
[14]	SAATY T L. The analytic hierarchy and analytic network measurement processes：applications to decisions under risk[J]. European Journal of Pure and Applied Mathematics，2008，1(1)：122-196. " target="_blank">
[15]	许建聪，王余富. 水下隧道裂隙围岩渗流控制因素敏感性层次分析[J]. 岩土力学，2009，30(6)：1 719-1 725.(XU Jiancong，WANG Yufu. Analytic hierarchy process of factor sensitivity on seepage control of underwater tunnel fissured surrounding rock[J]. Rock and Soil Mechanics，2009，30(6)：1 719-1 725.(in Chinese)) " target="_blank">