摘要
立井井壁破坏是一种特殊类型的工程地质灾害,是人类采矿活动和地质环境相互作用的结果。总结了立井井壁的受力变形规律,系统的介绍了国内外有关学者对该课题的研究成果。研究内容对立井井壁结构的优化设计、防破坏措施的研究具有重要的参考价值。
The fracture of shaft lining is a special type of engineering geologic disasters and is caused by interaction between mining and geological environment. Combining with preliminary research results of domestic and foreign scholars on this subject, this paper studies the bottom to contain level draining water to shaft lining stress and its subsidence condition influence. The research is significant to the optimum design of the shaft lining structure and the research on the measures which can prevent shaft rupture.
出处
《北京工业职业技术学院学报》
2009年第4期36-39,47,共5页
Journal of Beijing Polytechnic College
关键词
立井井壁
破裂机理
疏水沉降
shaft lining
rupture mechanism
drainage sedimentation