节点文献
海州露天矿边坡稳定性及变形分析
SLOPE STABILITY AND ITS DEFORMATION ANALYSIS IN HAIZHOU OPEN-PIT MINE
【摘要】 通过现场调研、实地勘查、实测资料分析、有限元和离散元数值计算、相似材料物理模拟等手段,对海州露天矿边坡的稳定性、边坡变形机理及滑坡灾害的形成进行了综合分析与研究,对边坡滑移区和边坡地表变形区进行了界定,为提出相应的治理方案提供了理论依据。
【Abstract】 Based on the finite element analysis,discrete element analysis and physical modeling of similar material and combined the spot investigation,site survey and actual observation record,The paper does an integrative research on the slope stability,deformation mechanics and landslide disasters.It also defines the landslide area and sliding region,which is helpful to frame an treatment measure for the slopes in Haizhou open-pit mine.
【基金】 国家自然科学基金重点项目(504334020);国家自然科学基金(50374042);辽宁省科学技术基金(20022155);教育厅重大基础研究资助项目(202182055)
- 【文献出处】 地质灾害与环境保护 ,Journal of Geological Hazards and Environment Preservation , 编辑部邮箱 ,2005年04期
- 【分类号】TD164
- 【被引频次】11
- 【下载频次】314