摘要
以新疆四棵树煤矿的三矿A504综采工作面的沿空巷道底鼓为例,运用数值模拟方法,分析巷道底板岩层位移和应力分布的特点,确定其底鼓类型兼有剪切错动型与挤压变形,主要原因为巷道两侧高集中应力、高水平构造应力和完整的巷道底板岩层。在此基础上,通过正交实验进行巷道底板割槽方案设计,选择合理、有效的割槽宽度和深度,解决巷道底鼓问题。
Taking the floor heave at A504 roadway driven along next goaf in Xinjiang Sikeshu Coa] Mine as an example, the strata dis- placement and stress distribution in roadway floor were studied by numerical simulation. The floor heave of shearing - slip and squeeze deformation was caused by concentrated high - stress in sides, high horizontal tectonic stress and intact rock in floor of roadway. On the basis of this, the design of cutting trough with orthogonal experiment in roadway floor was studied by numerical simulation, the reasona- ble and effective width and depth of cutting trough were selected, and the problem of floor heave in roadway was solved.
出处
《煤矿安全》
CAS
北大核心
2013年第1期68-70,共3页
Safety in Coal Mines
基金
国家重点基础研究发展计划(973计划)资助项目(2010CB226806)
国家自然科学基金资助项目(51174112)
关键词
巷道底鼓
三维数值模拟
底板割槽
正交实验
floor heave of roadway
three - dimensional numerical simulation
cutting trough in roadway floor
orthogonal experiment