首页 | 本学科首页   官方微博 | 高级检索  
     

大直径超深孔柱状装药爆炸注浆机理的研究
引用本文:徐颖,贾虎,胡鸿燕. 大直径超深孔柱状装药爆炸注浆机理的研究[J]. 地下空间与工程学报, 2005, 1(Z1): 1069-1072
作者姓名:徐颖  贾虎  胡鸿燕
作者单位:安徽理工大学土木系,安徽,淮南,232001
基金项目:重庆市应用基础研究基金;安徽省自然科学基金
摘    要:利用ANSYS/LS-DANA软件对爆炸载荷作用下大直径深孔柱状水耦合装药条件下,砂岩含水段大倾角裂隙的扩展范围进行数值模拟,提出爆炸注浆加固围岩技术,并在淮南新集矿区刘庄矿风井进行工程应用,取得了较好的效果。

关 键 词:高威力爆破药柱  爆炸注浆  数值模拟  新构造裂隙
文章编号:1673-0836(2005)07-1069-04
修稿时间:2005-08-05

Study on Mechanism of Blasting Grouting with Cylindric Charge in Large-diameter Super-deep Hole
XU Ying,JIA Hu,Hu Hong-yan. Study on Mechanism of Blasting Grouting with Cylindric Charge in Large-diameter Super-deep Hole[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(Z1): 1069-1072
Authors:XU Ying  JIA Hu  Hu Hong-yan
Affiliation:Anhui University of Science and Technology Anhui Huainan 232001
Abstract:Using ANSYS/LS-DANA program,a numerical simulation of the steep crack extending area of sandstone water-bearing zone under the action of blasting with cylindric water-coupled charge in large-diameter super-deep hole is carried out, The technique of blasting grouting forward is put for the reinforcement of surrounding rock and used in the air pit of Liuzhuang Mine of Huainan Xinji Diggings,some good effects are gained.
Keywords:high strength explosive columns  blasting grouting  numerical simulation  new structural fractue
本文献已被 CNKI 万方数据 等数据库收录!
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