摘要
松树林滑坡位于三峡库区重庆市云阳县莲花乡新址区内,区内有学校、医院等设施及居民与迁建单位,滑坡的稳定问题十分突出。根据该滑坡体的特征和工程地质条件,对该滑坡进行了稳定性分析研究,成果表明,该滑坡处于不稳定状态,必须进行治理。该滑坡进行治理后处于稳定状态,验证了稳定性分析和治理方案的合理性。
Songshulin landslide is located at new Lianhua town seat,Yunyang county under Chongqing city in TGP reservoir area,and there are school,hospital etc.as well as residential houses and resettled units in the area.The stability problem of the landslide is prominent.According to the characteristics and geological condition of the landslide,the stability of the landslide was analyzed.The analysis result demonstrates that the landslide is in unstable state,and must be treated.After treating,the landslide was in stable state and it demonstrates that the stability analysis and treatment scheme are reasonable.
出处
《人民长江》
北大核心
2007年第9期109-111,共3页
Yangtze River
关键词
松树林滑坡
稳定性
稳定分析
三峡库区
Songshulin landslide
stability
analysis
TGP reservoir area
