摘要
为了确保露天矿山在开采结束时最终边坡能保持稳定,预防和减少边坡垮塌等生产安全事故,本文以贵州某水泥有限公司水泥用石灰岩矿山为研究对象,在现状分析的基础上,采用赤平投影方法对矿山最终边坡进行定性评价和预测分析,结果表明:北区、南区、东区、西区最终台阶边坡趋于稳定。
To ensure the final slope stability at the end of open-pit mining,to prevent and reduce the slope collapse and other production safety accidents,this paper takes a limestone mine for cement of Guizhou Cement Co.,Ltd.as the research object,on the basis of the analysis of the present situation,the results show that the final step slope in the north,south,east and west regions tends to be stable.
作者
席政
席德美
席燕
湛娇
Xi Zheng;Xi De mei;Xi Yan;Zhan Jiao(Bijie E mergency manage ment Service Center,Bijie 551700,China)
出处
《水泥工程》
CAS
2023年第2期74-76,79,共4页
Cement Engineering
关键词
最终边坡
石灰岩矿
赤平投影
定性评价
安全平台
final slope
limestone mine
Akabira projection
qualitative evaluation
safety platform