作者:
基本信息来源于合作网站,原文需代理用户跳转至来源网站获取       
摘要:
The three-level shaft of the mixed pit shaft of Yixin Mine,built in 1983,failed continuously due to the influence of geological structure and the effect of water,which formed a collapsed space with a length of 18m,a depth of 12m,and a height of 12m at the level of-255m and to the southwest end.The 54m pit shaft below the-258m elevation of the pit shaft was filled with collapsed rocks forming a large loose body.The comprehensive processing plan for falling grouting and anchoring was proposed according to the geological conditions of the vertical shaft of the mixed pit shaft,adopting three-dimensional numerical simulation software as well as calculating the mechanical state of the vertical pit shaft surrounding rocks and using 3 to 5 parameters of Williams-Warnke failure criterion.
内容分析
关键词云
关键词热度
相关文献总数  
(/次)
(/年)
文献信息
篇名 Numerical Simulation and Reinforcing Technology Research on Collapse of Weak Interlayer Shaft
来源期刊 建筑发展研究 学科 工学
关键词 VERTICAL SHAFT COLLAPSE NUMERICAL simulation REINFORCEMENT
年,卷(期) 2019,(5) 所属期刊栏目
研究方向 页码范围 9-15
页数 7页 分类号 TD3
字数 语种
DOI
五维指标
传播情况
(/次)
(/年)
引文网络
引文网络
二级参考文献  (0)
共引文献  (0)
参考文献  (0)
节点文献
引证文献  (0)
同被引文献  (0)
二级引证文献  (0)
2019(0)
  • 参考文献(0)
  • 二级参考文献(0)
  • 引证文献(0)
  • 二级引证文献(0)
研究主题发展历程
节点文献
VERTICAL
SHAFT
COLLAPSE
NUMERICAL
simulation
REINFORCEMENT
研究起点
研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
建筑发展研究
双月刊
2208-3529
Level 1Level 10, 50
出版文献量(篇)
122
总下载数(次)
1
总被引数(次)
0
论文1v1指导