煤炭工程 ›› 2019, Vol. 51 ›› Issue (11): 116-119.doi: 10.11799/ce201911025

• 研究探讨 • 上一篇    下一篇

露天矿山开挖边坡爆破振动损伤规律及稳定性分析

陈涛,黄浩轩,王珍   

  1. 1. 黄河科技学院
    2. 沈阳设计院
  • 收稿日期:2018-11-14 修回日期:2019-01-24 出版日期:2019-11-20 发布日期:2020-05-11
  • 通讯作者: 王珍 E-mail:15841836133@163.com

Vibration damage regularity and stability analysis on the open pit mine excavated slope blast

  • Received:2018-11-14 Revised:2019-01-24 Online:2019-11-20 Published:2020-05-11
  • Contact: wang zhenzhen E-mail:15841836133@163.com

摘要: 由于露天矿山开采中频繁受到爆破振动作用,边坡破坏机制及稳定性分析极为复杂,对安全生产造成严重威胁。文章以矿山开挖边坡为背景,基于工程地质状况及现场试验测试,采用理论分析与数学计算相结合的方法量化爆破荷载,建立边坡爆破损伤计算模型,确定边坡破坏时间及最危险区域,并通过数值模拟方法验证计算结果准确性。计算结果表明:边坡经7次爆破后上部台阶发生破坏,最危险区域位于爆破初始位置120~160m处。同时,数值模拟结果与该计算结果具有高度的一致性,充分验证了该方法计算结果的准确性。

关键词: 爆破振动, 损伤规律, 稳定性分析, 最危险区域, 数值模拟

Abstract: Due to the frequent blasting vibration in open pit mining, the slope failure mechanism and stability analysis are extremely complicated, which is a serious threat to safety production. This paper takes the mine excavation slope as the background, bases on engineering geological conditions and field test, uses the combination of theoretical analysis and mathematical calculation to quantify the blasting load, then establishes a slope blasting damage calculation model and determines the slope failure time and the most dangerous area. At the same time, verifies the accuracy of the calculation results by numerical simulation method. The results show that the upper step of the slope destroys after 7 times blasting, and the most dangerous area is located at the initial position of the blasting of 120m ~160m. The numerical simulation results are consistent with the calculation results, which fully verifies the accuracy of the method.