首页> 外文会议>International Conference on Biotechnology, Chemical and Materials Engineering >Numerical Analysis of Initial Support and Secondary Lining Contact Pressure of Phyllite Tunnel
【24h】

Numerical Analysis of Initial Support and Secondary Lining Contact Pressure of Phyllite Tunnel

机译:近距离隧道初始支撑及二次衬砌接触压力的数值分析

获取原文

摘要

Taking Jin Chuan phyllite tunnel as the research object, and based on numerical simulation of surrounding rock graded III, IV and V, the paper studied the stress characteristics of initial support and four other representative locations such as two arch vault, arch spandrel, arch haunch, and arch foot during and after the process of construction. The paper focuses on the stress characteristics of secondary lining in different locations after stability and the change of stress in different locations of initial lining before and after the secondary lining construction.
机译:采用金川平隧道作为研究对象,基于周围岩石分级III,IV和V的数值模拟,研究了初始支持的应力特性和四个其他代表地点,如两个拱形拱顶,拱形弯曲,拱峰和拱脚脚在建筑过程中和之后。本文侧重于稳定性稳定性稳定性次级衬里的应力特性,以及二次衬里建设前后初始衬里的不同位置的压力变化。

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