露天采矿技术2024，Vol.39Issue(1)：79-83,5.DOI:10.13235/j.cnki.ltcm.2024.01.017
哈尔乌素露天煤矿内排土场高台阶渗流稳定性分析
Stability analysis of high steps seepage in internal dump of Ha'erwusu Open-pit Mine
柴茂庭 1刘东珲 2齐翔 3刘籽钰3
作者信息
- 1. 国能准能集团有限责任公司 哈尔乌素露天煤矿,内蒙古 鄂尔多斯 010300
- 2. 准格尔旗工信和科技局,内蒙古 鄂尔多斯 010300
- 3. 中国矿业大学 矿业工程学院,江苏 徐州 221116
- 折叠
摘要
Abstract
In order to study the influence of rainfall seepage on the seepage stability of the internal dump of Ha'erwusu Open-pit Mine,the single step of internal dump is constructed as a model,and the Morgenstern-Price method based on the limit equilibrium theory is applied to Geo-Studio software to calculate the minimum safety coefficients of the slopes under four working conditions with the same rainfall,and to evaluate the stability of the steps of the internal dump under this rainfall condition.The results show that the change of slope pore pressure under the four working conditions is significant,the change of slope safety stability coefficient in a short period of time is similar,the minimum safety coefficient meets the production safety specification,and there is no major production safety hazard.关键词
边坡稳定性/内排土场/降雨入渗/Geo-studio/M-P法Key words
slope stability/internal dump/rainfall infiltration/Geo-studio/M-P method分类
矿业与冶金引用本文复制引用
柴茂庭,刘东珲,齐翔,刘籽钰..哈尔乌素露天煤矿内排土场高台阶渗流稳定性分析[J].露天采矿技术,2024,39(1):79-83,5.
