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    Geographic Information Systems-Based Three-Dimensional Critical Slope Stability Analysis and Landslide Hazard Assessment

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 012
    Author:
    Mowen Xie
    ,
    Tetsuro Esaki
    ,
    Guoyun Zhou
    ,
    Yasuhiro Mitani
    DOI: 10.1061/(ASCE)1090-0241(2003)129:12(1109)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, by combining the geographic information systems (GIS) spatial analysis function and a hydrologic analysis and modeling tool with a column-based three-dimensional (3D) slope stability analysis model, a new GIS grid-based 3D deterministic model has been developed for slope stability analysis. Assuming the initial slip as the lower half of an ellipsoid, the identification of the 3D critical slip surface in the 3D slope stability analysis is performed by means of a minimization of the 3D safety factor using Monte Carlo random simulation. By using this hydrologic analysis and modeling tool, dividing the whole study area into slope units, and taking each slope unit as a study object, the minimum 3D safety factor for each slope unit can be obtained, and the landslide hazard can then be mapped for the whole study area.
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      Geographic Information Systems-Based Three-Dimensional Critical Slope Stability Analysis and Landslide Hazard Assessment

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52282
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorMowen Xie
    contributor authorTetsuro Esaki
    contributor authorGuoyun Zhou
    contributor authorYasuhiro Mitani
    date accessioned2017-05-08T21:27:37Z
    date available2017-05-08T21:27:37Z
    date copyrightDecember 2003
    date issued2003
    identifier other%28asce%291090-0241%282003%29129%3A12%281109%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52282
    description abstractIn this paper, by combining the geographic information systems (GIS) spatial analysis function and a hydrologic analysis and modeling tool with a column-based three-dimensional (3D) slope stability analysis model, a new GIS grid-based 3D deterministic model has been developed for slope stability analysis. Assuming the initial slip as the lower half of an ellipsoid, the identification of the 3D critical slip surface in the 3D slope stability analysis is performed by means of a minimization of the 3D safety factor using Monte Carlo random simulation. By using this hydrologic analysis and modeling tool, dividing the whole study area into slope units, and taking each slope unit as a study object, the minimum 3D safety factor for each slope unit can be obtained, and the landslide hazard can then be mapped for the whole study area.
    publisherAmerican Society of Civil Engineers
    titleGeographic Information Systems-Based Three-Dimensional Critical Slope Stability Analysis and Landslide Hazard Assessment
    typeJournal Paper
    journal volume129
    journal issue12
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2003)129:12(1109)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian