首页 | 本学科首页   官方微博 | 高级检索  
     

Study on strata control by delay grouting in soft rock roadway
作者姓名:张农
作者单位:SchoolofEnergyScienceandEngineering,ChinaUniversityofMiningandTechnology,Xuzhou221008,China
摘    要:The properties of broken rock before and after grouting reinforcement are studied.Testing results show that grouting can raise the residual strength of broken rock, and the bro-ken rockness by grouting can keep the steady supporting capacity within a relatively large de-formation range. Revealing of the characteristics of stage deformation and damage process comes to the conclusion that the supporting of soft rock roadway should be analyzed in a dy-namic view, and the grouting should be delayed at a proper occasion. Based on the above,the stepwise reinforcement technology characterized by immediate shotcreting, timely bolting and delay grouting is put forward and illustrated with a successful engineering practice.

关 键 词:顶板控制  软岩巷道  延迟注浆模式  锚杆支护  岩石变形  支护方法  逐步加强技术  注浆时机

Study on strata control by delay grouting in soft rock roadway
ZHANG Nong.Study on strata control by delay grouting in soft rock roadway[J].Journal of Coal Science & Engineering(China),2003,9(1):51-56.
Authors:ZHANG Nong
Abstract:The properties of broken rock before and after grouting reinforcement are studied. Testing results show that grouting can raise the residual strength of broken rock, and the broken rockness by grouting can keep the steady supporting capacity within a relatively large deformation range. Revealing of the characteristics of stage deformation and damage process comes to the conclusion that the supporting of soft rock roadway should be analyzed in a dynamic view, and the grouting should be delayed at a proper occasion. Based on the above, the stepwise reinforcement technology characterized by immediate shotcreting, timely bolting and delay grouting is put forward and illustrated with a successful engineering practice.
Keywords:soft rock roadway  delay grouting  strata control  bolting
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号