摘要
本文通过对某排土场排土场堆置范围内不良工程地质情况进行调查,根据排土场稳定性分析的方法,利用极限平衡法对排土场稳定性进行客观分析,从而更好地为矿山进行排土场排土规划提供依据。本文通过对某排土场的岩土工程勘察和分析,采集了相关废石试样开展室内物理力学特性试验,获得了相关材料的物理力学特性参数;在以上分析的基础上,进行了排土场的排土稳定性分析,提出了合理的排土方案,并编制了某排土场排土规划。
This thesis based on the x waste-disposal site stacked range of undesirable engineering geology investigation,according to the method of waste-disposal site stability analysis,objective analysis on the stability of waste-disposal site by limit equilibrium method to better provide the basis for mine to waste-disposal site planning.According to the x wastedisposal site engineering geotechnical investigation and analysis of the Tailings dam,collected representative sample of tailings and carried out physical and mechanical properties test,obtained the related parameters of physical and mechanical properties;On the basis of the above analysis,carried on the x waste-disposal site stability analysis,puts forward a reasonable scheme and and the preparation of x waste-disposal site plan.
出处
《世界有色金属》
2017年第24期256-257,共2页
World Nonferrous Metals
关键词
排土场
稳定性
极限平衡法
排土规划
排土工艺
waste-disposal site
stability
limit equilibrium method
waste-disposal site planning
waste-disposal site process