重庆某住宅小区边坡稳定分析评价  

The Slope Stability Evaluation of Block A,Longquan Residential Development in Chongqing

作　　者：李懿[1] 刘庆虎[1] 史珊伊[1] 

机构地区：[1]桂林理工大学土木与建筑工程学院,广西桂林541004

出　　处：《土工基础》2013年第4期37-39,共3页Soil Engineering and Foundation

摘　　要：################The proposed seven-story residential building in Block A of Longquan Residential Development is to be constructed at a fresh historical landslide site. Based on the development plan, the existing slope will be steepened. The stability aspects of the existing slope and the steepened slope are evaluated based on the investigation of the geological conditions, slope topography and the structural aspects of the sliding surface. The possible failure modes are determined. The analytical results indicate that, 1 ） The existing slope is stable with a factor of safety between 1.0 and 1.2. 2） The safety of the steepened slope could not meet the code requirement and the slope stabilization mitigation is required. 3） The slope construction should be monitored.

关 键 词：边坡 工程地质条件 稳定性验算 

分 类 号：P642[天文地球—工程地质学]