露天采矿技术2023,Vol.38Issue(6):48-51,4.DOI:10.13235/j.cnki.ltcm.2023.06.012
爆破作用下别斯库都克露天矿边坡变形破坏机理
Slope deformation and failure mechanism of Beskuduk Open-pit Mine under blasting action
林令鑫 1王振伟 1黄科伟 1李元浩 1郭海棣1
作者信息
- 1. 北方工业大学 土木工程学院,北京 100144
- 折叠
摘要
Abstract
In order to explore slope deformation and failure problem of Beskuduk Open-pit Mine in Xinjiang,combined with the actual engineering situation,based on Midas GTS NX numerical simulation software,by time history analysis function of the explosion simulation using its built-in dynamic load generator and the surface dynamic module in the dynamic,the article analysis to simulate the influence of explosion vibration on the deformation of the open-pit mine slope,and clarifies the deformation and failure mechanism of the slope.The results show that cohesion has a greater influence on the probability of slope instability.With the increase of internal friction angle,the probability of slope instability decreases almost linearly.In the process of cyclic blasting,the top of the slope and the junction of the steps in the first stage are most affected,the collapse phenomenon from top to bottom occurs in the second stage,and the multi-layer landslide failure occurs on the slope in the third stage.关键词
边坡稳定性/爆破震动/边坡破坏机理/Midas GTS NX/塑性区Key words
slope stability/blasting vibration/slope failure mechanism/Midas GTS NX/plastic zone分类
矿业与冶金引用本文复制引用
林令鑫,王振伟,黄科伟,李元浩,郭海棣..爆破作用下别斯库都克露天矿边坡变形破坏机理[J].露天采矿技术,2023,38(6):48-51,4.