首页> 外文期刊>Mathematical Problems in Engineering >The Breaking Span of Thick and Hard Roof Based on the Thick Plate Theory and Strain Energy Distribution Characteristics of Coal Seam and Its Application
【24h】

The Breaking Span of Thick and Hard Roof Based on the Thick Plate Theory and Strain Energy Distribution Characteristics of Coal Seam and Its Application

机译:基于厚板理论和煤层应变能分布特征的厚硬顶板破碎跨度及其应用

获取原文
获取原文并翻译 | 示例
           

摘要

In mining engineering, the thick and hard roof threatens the safe production. Based on Reissner plate theory and combined with weighted residual method, with four edges clamped as the boundary conditions, this paper deduces the theoretical formula of the first breaking span of thick and hard roof. Based on Vlasov plate theory, with four edges simply supported as the boundary conditions, this paper deduces the theoretical formula of the periodic breaking span of thick and hard roof. The two formulas are used to verify the breaking span of thick and hard roof of Tashan Coal Mine, proving that its accuracy is higher than that of traditional beam theory. This paper studies the distribution characteristics of strain energy density in front of the coal seam during the mining process by numerical simulation, which is compared with the results of field microseismic experiments. It is found that the strain energy density of the coal seam has a good correlation with the probability of microseismic events. This paper provides theoretical support for more precise calculation of breaking span of the thick and hard roof and technical support for the practical stability analysis of the surrounding rock under the thick and hard roof.
机译:在采矿工程中,厚而硬的顶板威胁着安全生产。基于Reissner板理论,结合加权残差法,以四个边线为边界条件,推导了厚硬顶板第一次破坏跨度的理论公式。基于Vlasov板理论,以简单支撑四个边为边界条件,推导了厚硬顶板周期性破坏跨度的理论公式。利用这两个公式对塔山煤矿厚,硬顶板的破坏跨度进行了验证,证明其精度高于传统的梁理论。通过数值模拟研究了采煤过程前煤层前应变能密度的分布特征,并与现场微震试验结果进行了比较。研究发现,煤层的应变能密度与微地震发生的概率具有良好的相关性。本文为厚壁和硬顶破断面的更精确计算提供理论支持,为厚壁和硬顶下围岩的实用稳定性分析提供技术支持。

著录项

  • 来源
    《Mathematical Problems in Engineering》 |2017年第8期|3629156.1-3629156.14|共14页
  • 作者单位

    Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China;

    Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China;

    Anhui Jianzhu Univ, Sch Civil Engn, Hefei 230022, Anhui, Peoples R China;

    Sichuan Elect Power Design & Consulting Co Ltd, Chengdu 610041, Sichuan, Peoples R China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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