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《Journal of Mountain Research》 2001-05
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The Non-computation Method to Differentiate the Stability of Slope

KONG Ji ming (Institute of Mountain Hazards and Environment,Chinese Academy of Sciences & Ministry of Water Conservancy Chengdu 610041 China)  
It is one major task to differentiate the stability of slope of forecasting and controlling landslide ,and the exactness degree of differentiating the stability of slope will decide the success or failure of forecasting and controlling landslide. Usually we work out the stability coefficient of one landslide through some mathematical method to forecast the stability of slope. But we find some question in the process of calculating the stability of slope, for example we can't select the value of some parameter. One block of slope is used as calculating cell to work out the slope coefficient to differentiate the stability of slope, but we don't make certain whether this block can represent the whole slope and so on. These uncertain factors lead to acquire uncertain result consequentially. The non computation method of the differentiation of the stability of slope is one systemic method, which recurs to the development of landslide and formative condition to analyze landslide synthetically. The paper expatiates detailed the non computation method to differentiate the stability of slope from the formative condition landform condition, dynamic function?accumulation feature and derivational factors and so on. At last the paper validated this calculating method through #102 landslides in Road chuanzeng. Through synthetically analytical method to differentiate the stability of slope is one kind of applied method.
【Fund】: 中国科学院特别支持领域“山地灾害—泥石流、滑坡基础研究”资助项目
【CateGory Index】: P642.22
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