四川省南江县望香台滑坡稳定性评价
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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。
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.
引文
[1]黄润秋.20世纪以来中国的大型滑坡及其发生机制[J].岩石力学与工程学报,2007,26(3):433-456.
    [2]黄润秋,赵松江,宋肖冰,等.四川省宣汉县天台乡滑坡形成过程和机理分析[J].水文地质工程地质,2005(1):13-15.
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    [4]张倬元,王士天,王兰生.工程地质分析原理[M].北京:地质出版社,2008,321-338
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    [6]GB/T50123—99,土工试验方法标准[S].
    [7]JGJ89—92,原状土取样技术标准[S].
    [8]DZ0141—94,地质勘察坑探规范[S].

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