首页> 外文期刊>International Journal of Mining and Mineral Engineering >Mechanism analyses on floor heave and water inrush when rock roadway traversing faults above high-pressure water body
【24h】

Mechanism analyses on floor heave and water inrush when rock roadway traversing faults above high-pressure water body

机译:高压水体上方岩巷穿越断层时地层隆起与突水的机理分析

获取原文
获取原文并翻译 | 示例
       

摘要

To explore the mechanism of floor heave of the roadway that traverses faults under high groundwater pressure, a mechanical model is established. At the same time, the stress distribution and failure characteristics of the roadway are analysed. Taking Zhaogu No. 2 Coal Mine as an example, some of the corresponding preventive measures are proposed to diminish the deformation of the roadway floor. The results showed that the main influence factors of the floor heave of roadway are the fault structure and the width of roadway. Comparing with circumstances with no fault, the amount of floor heave increases by 2.56 times when the roadway crosses faults. Under the condition of broken floor rocks, the wider the roadway is, the higher the floor heave is.
机译:为了探讨在高地下水压力下穿越断层的巷道底鼓机理,建立了力学模型。同时,对巷道的应力分布和破坏特征进行了分析。以赵谷二号煤矿为例,提出了相应的预防措施,以减少巷道底板变形。结果表明,巷道底板隆起的主要影响因素是断层构造和巷道宽度。与没有断层的情况相比,巷道越过断层时,地面起伏量增加了2.56倍。在碎石破碎的情况下,巷道越宽,底鼓就越高。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号