节点文献

基于FLAC3D的边坡爆破临界振速的确定

Determination of critical vibration velocity of blasting for slopes based on FLAC3D

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 万保安黎杉熊茂东

【Author】 WAN Baoan1,LI Shan2,XIONG Maodong1(1.Jiangxi Highway Development Corporation,Nanchang Jiangxi 330038,China;2.Jiangxi Ganyue Expressway Co.,Ltd.,Nanchang Jiangxi 330025,China)

【机构】 江西公路开发总公司江西赣粤高速公路股份有限公司

【摘要】 边坡爆破临界振速的确定是岩土爆破开挖过程中的关键问题。结合对永平铜矿高陡边坡稳定性的分析,介绍了基于FLAC3D的边坡爆破临界振速的确定方法。首先建立边坡静力分析模型,使模型达到自重作用下的平衡状态,其次通过施加不同爆破振动峰值速度的爆破过程来确定边坡破坏的爆破临界振速,之后可以得到最大段装药量与爆心至边坡坡脚距离之间的关系式。介绍了边坡破坏的判别准则和应用FLAC3D求解的流程。

【Abstract】 The determination of the critical blast-inducing vibration velocity is crucial in soil slope excavation.This paper uses the stability analysis of the high steep rock slope of Yong Ping copper mine as an example and introduces the determining method of the critical blast-induce vibration velocity using FLAC3D software.First,static analysis model was built for the object of study to remain in its natural state with no influence from external force;and then,the critical blast-inducing vibration velocity of the slope was determined by imposing blasting operations with different peak velocity.By this means,the relation between maximum explosive load and the distance of explosion center to the toe of slope can be concluded by a single formula.At the same time,the paper reviews the principle for the determination of slope destruction and the application of FLAC3D.

【基金】 江西省交通运输厅科技项目基金资助(2010C00013)
  • 【文献出处】 铁道建筑 ,Railway Engineering , 编辑部邮箱 ,2013年08期
  • 【分类号】U416.113
  • 【被引频次】1
  • 【下载频次】101
节点文献中: 

本文链接的文献网络图示:

本文的引文网络