云南冶金2025，Vol.54Issue(3)：25-31,7.
马屋箐尾矿坝坝体加高稳定性分析
Stability Analysis of Tailings Dam Heightening of Mawuqing Tailings Pond
王垄 1柏树丰 1王天龙 1王万禄 1夏钢源1
作者信息
- 1. 云南磷化集团有限公司,云南 昆明 650600
- 折叠
摘要
Abstract
The instability problems of tailings dams without reinforcement under special working conditions should be analyzed using the limit equilibrium theory method and GEO-SLOPE software.The static stability safety factor of the dam body under different working conditions was calculated for the Mawuqing tailings pond.Results show that when the slope height is 13.0 m and the width is 26.0 m,the Stage Ⅲ dam heightening for capacity expansion reaches 18.0 m,and the dam crest elevation is+2 067.0 m.After reinforcement,the dam stability under both normal and flood conditions improves significantly.The stability coefficient under special working conditions meets the specified requirements.These findings can provide a reference for subsequent stability designs and similar projects.关键词
尾矿坝/瑞典圆弧法/毕肖普法/稳定性系数Key words
tailings pond/Swedish circle method/Bishop's method/stability coefficient分类
矿业与冶金引用本文复制引用
王垄,柏树丰,王天龙,王万禄,夏钢源..马屋箐尾矿坝坝体加高稳定性分析[J].云南冶金,2025,54(3):25-31,7.
