岩体锚固理论与技术研究的进展  

Progress of Research on Theories and Technologies of Rock Mass Anchorage

作　　者：赵同彬[1] 谭云亮[1] 

机构地区：[1]山东科技大学矿山灾害预防控制教育部重点实验室,山东青岛266510

出　　处：《山东科技大学学报（自然科学版）》2010年第4期1-7,共7页Journal of Shandong University of Science and Technology(Natural Science)

基　　金：国家自然科学基金项目(51004068);山东省自然科学基金重点项目(Z2008F01);山东省高等学校优秀青年教师国内访问学者项目;山东科技大学科学研究"春蕾计划"项目(2008AZZ002)

摘　　要：随着煤炭开采深度的逐步增加和水电工程、交通工程的大规模建设,复杂条件下的岩体工程越来越多,岩体锚固理论与技术遇到了极大的挑战,出现了许多问题。首先,回顾了岩体锚固技术产生、发展的历程,从锚固提高岩体整体物理力学性能方面,介绍了岩体锚固机理研究的进展情况;其次,详细讨论了锚固界面失效形式及界面应力传递的相关理论;最后,指出考虑时间效应的锚固流变机理应是今后深部岩体工程研究的重点方向。With the gradual increase of mining depth and the large-scale construction of hydropower projects and traffic engineering,and the complex rock engineering becoming more and more existed,the theories and technologies of rock mass anchorage met with enormous challenges and many problems occurred.Firstly,the occurrence and development process of rock mass anchorage were reviewed and several achievements in study of rock mass anchorage mechanism were introduced from the aspect of the whole physical-mechanical properties improved by the anchoring of rock mass.Several typical theories on failure of interface patterns and the related theories of interface stress transmission were discussed in detail.Finally,the paper pointed out that anchorage rheology mechanism considering time effect should be the important research thrust of rock mass engineering in future in deep mines.

关 键 词：岩体加固 锚固效应 应力传递 流变机理 

分 类 号：TD353[矿业工程—矿井建设]