摘要
根据勘查提供的三亚市海棠湾龙楼岭公墓滑坡的基本特征,从地形地貌、物质组成、降雨影响和工程建设等角度出发,分析龙楼岭公墓滑坡的形成原因。通过稳定性计算,经多方案对比分析后,选用堵疏排水法进行治理,取得了良好的工程效果。
According to the basic characteristics of landslide at Longlouling Cemetery, Haitang Bay, Sanya, which were provided by exploration, the causes of the landslide were analyzed herein from the aspects of topography, material composition, rainfall effect and engineering construction; then by the stability calculation and scheme comparison, dredging and drainage method was selected to control the landslide, which got good result.
出处
《路基工程》
2016年第5期163-167,共5页
Subgrade Engineering
关键词
公墓滑坡
变形成因
稳定性评价
治理措施
cemetery landslide
causes of deformation
stability evaluation
control measures
