首页 | 官方网站   微博 | 高级检索  
     

浅埋深极松软顶板采场矿压显现规律研究
引用本文:李新元,陈培华.浅埋深极松软顶板采场矿压显现规律研究[J].岩石力学与工程学报,2004,23(19):3305-3309.
作者姓名:李新元  陈培华
作者单位:1. 中国矿业大学北京校区资源与安全工程学院,北京,100013;开滦技术中心,唐山,063018
2. 开滦技术中心,唐山,063018
摘    要:分析了印度PVK矿Queen煤层开采的采场矿压显现规律。浅埋深极松软顶板难以形成“梁”或“板”结构,随着开采,将形成“压力拱”结构:当采场推进到一定距离时,拱结构失稳破坏,产生初次来压;当拱顶高度接近地表时,压力拱主结构内岩体失稳破坏,引起工作面更剧烈来压,同时,拱外次结构内岩体随之破坏,引起地表下沉:压力拱结构周期性失稳并前移,引起工作面周期来压。研究结果合理解释了项板极其松软、矿山压力显现且相当剧烈的现象,对国内类似开采条件下的矿压显现规律研究可资参考。

关 键 词:采矿工程  极松软顶板  矿压显现  压力拱  失稳破坏
文章编号:1000-6915(2004)19-3305-05
收稿时间:2003-10-24
修稿时间:2003-12-25

Study on Regularity of Structural Behaviours Around Coal Face Under the Shallow-Buried Loose Roof
Li Xinyuan,Chen Peihua.Study on Regularity of Structural Behaviours Around Coal Face Under the Shallow-Buried Loose Roof[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(19):3305-3309.
Authors:Li Xinyuan    Chen Peihua
Affiliation:Li Xinyuan1,2,Chen Peihua2
Abstract:The regularity of strata pressure around coal face in Queen seam of PVK colliery in India is analyzed. It has shown that the pressure arch,rather than the beam or plate,can be formed under the shallow-buried and very loose roof. When coal face reaches a certain distance,the pressure arch is destroyed and the initial weighting occurs. When the arch vault is close to ground surface,the rock mass of the key structure inside pressure arch is destroyed and more fierce pressure occurs. Subsequently,the rock mass of the subordinate structure outside the pressure arch is destroyed followed by surface subsidence. The periodic destruction and advancement of arch structure cause the occurrence of periodic pressure. The result reasonably explains the phenomenon that the behavior of ground pressure is very strong even under the very loose roof and can be referred for further studies in similar conditions.
Keywords:mining engineering  loose roof  strata pressure  pressure arch  destabilization failure
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《岩石力学与工程学报》浏览原始摘要信息
点击此处可从《岩石力学与工程学报》下载全文
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-23

京公网安备 11010802026262号