首页 | 本学科首页   官方微博 | 高级检索  
     

深部软岩巷道冲击地压变形破坏机理分析
引用本文:孔德文,方丽芬,刘银,徐士鹏. 深部软岩巷道冲击地压变形破坏机理分析[J]. 煤, 2013, 0(3): 1-2,21
作者姓名:孔德文  方丽芬  刘银  徐士鹏
作者单位:山东省滕州市西岗镇蒋庄煤矿;山东科技大学资源与环境学院
基金项目:山东省科技攻关项目(2011GSF12010);山东科技大学2011-2012年度研究生科技创新基金资助项目(YCA110401)
摘    要:分析了软岩的基本特征及力学特性,对深部软岩巷道的冲击地压变形破坏机理进行了分析研究。利用RFPA数值模拟软件对深部具有冲击地压危险的软岩巷道的变形、破坏发展规律和运动机理进行了模拟。分析结果表明:软岩巷道周围裂隙的变形、扩展、破坏及其次生裂隙的产生、扩展和发育情况同数值模拟基本相吻合。

关 键 词:深部软岩巷道  冲击地压  变形破坏  RFPA模拟软件  机理分析

Mechanism Analysis on The Deformation and Destruction of Rock Burst in Deep Soft Rock Roadway
KONG De-wen,FANG Li-fen,LIU Yin,XU Shi-peng. Mechanism Analysis on The Deformation and Destruction of Rock Burst in Deep Soft Rock Roadway[J]. Coal, 2013, 0(3): 1-2,21
Authors:KONG De-wen  FANG Li-fen  LIU Yin  XU Shi-peng
Affiliation:1(1.Jiangzhuang Coal Mine of Xigang Tengzhou Shandong,Tengzhou 277519,China; 2.Shandong University of Science and Technology,Qingdao 266590,China)
Abstract:Analyzed the basic characteristics of the soft rock and mechanical properties of the impact of the deep soft rock tunnel deformation and failure mechanism of ground pressure were analyzed,and soft rock tunnel from coal and rock mass two Angle for the failure process and mechanism of theoretical research.Using numerical simulation software to RFPA deep impact heavily dangerous with the soft rock tunnel deformation,destruction,law of development and the movement mechanism.The analysis results of soft rock tunnel deformation,expansion crack around,and the generation of crack damage in the secondary development situation,the expansion and the numerical simulation with the basic practice.
Keywords:deep soft rock roadway  rock burst  deformation and failure  RFPA simulation software  mechanism analysis
本文献已被 CNKI 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