摘要
为了解决宝日希勒露天煤矿采场边坡失稳的问题,论述了采用抗滑桩来进行边坡治理的途径。通过对地质条件及现场情况的分析,将采用大型钢筋混凝土抗滑桩加固边坡。计算结果表明:该方法技术上可行,经济上合理,是解决露天矿边坡失稳的理想措施之一。
In order to solve the problem of slope instability in the mine stope of baorixile Open-pit Mine, the means for controlling slope with anti-slide piles are discussed. Based on the analysis of the geological conditions and the present situation, large-scale concrete pile will be used to reinforce the slope. The results show that the method is technically feasible and economically reasonable, it is one of the best solution for reinforcing open-pit slope instability.
出处
《辽宁工程技术大学学报(自然科学版)》
CAS
北大核心
2008年第A01期23-24,共2页
Journal of Liaoning Technical University (Natural Science)
关键词
抗滑桩
边坡
弹性桩
anti-slide pile
slope
elastic pile