【摘要】 较全面地论述了所研究的滑坡体的现场工程地质条件、基本特征,并对其成因机制进行了详细的分析;以此为依据,通过定量计算对该滑坡进行稳定性评价,综合判定滑坡体在天然工况和地震工况下处于基本稳定状态,在暴雨不利状况下处于欠稳定状态。更多还原

【Abstract】 The landslide studied in this paper is a traction medium soil landslide.The landslide has some signs of creep deformation recently,which will pose a serious threat to the safety of the lives and property of the residents under the slope. Therefore,the landslide analysis has a important practical significance.This paper comprehensively deals with the geological conditions,basic characteristics and formation mechanism on site engineering of this landslide,and makes a detailed analysis to the formation mechanism.On this basis,through quantitative calculation the landslide stability evaluation has been made,and a comprehensive judgment that the landslide is in basic stable state under natural conditions and earthquake conditions,and is in less stable state under the adverse conditions of storm.更多还原