Research on assessment method of highway slope stability becomes more of a concern. The high large steeply inclined and accumulation slope stability in southeast region of Chongqing located in mountain area in Southwest China, where the slope is high and large. The toe of slope is steeply inclined and the slope is mainly composed of loose piles with characteristics of large system, uncertainty and complexity. On the basis of mechanism analysis on this kind of slope, we established a fuzzy comprehensive evaluation mathematic model and ascertained method of some relevant method parameters by the application of mathematic theory. Taking the rocky slope of highway as an example, we provided stability assessment of some sections in 319 national roads in Xiushan County in Chongqing city. This slope is typical located in southeast region of Chongqing, which has special meaning to analyze and evaluate stability on this kind of slope.


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    Titel :

    Research on Assessment Method of High, Large, Steeply Inclined, and Accumulation Slope Stability in Southeast Region of Chongqing


    Beteiligte:
    Huang, Wei (Autor:in) / Feng, Xiao (Autor:in) / Zhou, Jianting (Autor:in) / Yang, Guanghuai (Autor:in)

    Kongress:

    Ninth Asia Pacific Transportation Development Conference ; 2012 ; Chongqing, China


    Erschienen in:

    Erscheinungsdatum :

    28.06.2012




    Medientyp :

    Aufsatz (Konferenz)


    Format :

    Elektronische Ressource


    Sprache :

    Englisch




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