魏刚, 殷志强, 史立群, 袁材栋, 赵无忌. 西宁市北山地区林家崖滑坡发育特征及稳定性分析[J]. 地质与资源, 2015, 24(2): 146-151. DOI: 10.13686/j.cnki.dzyzy.2015.02.012
    引用本文: 魏刚, 殷志强, 史立群, 袁材栋, 赵无忌. 西宁市北山地区林家崖滑坡发育特征及稳定性分析[J]. 地质与资源, 2015, 24(2): 146-151. DOI: 10.13686/j.cnki.dzyzy.2015.02.012
    WEI Gang, YIN Zhi-qiang, SHI Li-qun, YUAN Cai-dong, ZHAO Wu-ji. THE DEVELOPMENT CHARACTERISTICS AND STABILITY ANALYSIS OF LINJIAYA LANDSLIDES IN BEISHAN REGION, XINING CITY[J]. Geology and Resources, 2015, 24(2): 146-151. DOI: 10.13686/j.cnki.dzyzy.2015.02.012
    Citation: WEI Gang, YIN Zhi-qiang, SHI Li-qun, YUAN Cai-dong, ZHAO Wu-ji. THE DEVELOPMENT CHARACTERISTICS AND STABILITY ANALYSIS OF LINJIAYA LANDSLIDES IN BEISHAN REGION, XINING CITY[J]. Geology and Resources, 2015, 24(2): 146-151. DOI: 10.13686/j.cnki.dzyzy.2015.02.012

    西宁市北山地区林家崖滑坡发育特征及稳定性分析

    THE DEVELOPMENT CHARACTERISTICS AND STABILITY ANALYSIS OF LINJIAYA LANDSLIDES IN BEISHAN REGION, XINING CITY

    • 摘要: 西宁市北山地区位于地质灾害高易发区,尤其是大寺沟至王家庄段是西宁市特大型地质灾害群中灾害隐患最多、最严重、最危险的区段.在分析该区段滑坡总体特征的基础上,以林家崖滑坡群为研究对象,分析了该滑坡群的空间形态特征、物质组成和结构特征,并选择折线形滑动模型和3种不同工况对其稳定性进行了计算,最后对滑坡群进行了稳定性评价.认为:1)北山大寺沟至王家庄段共发育崩塌危岩31处,大型滑坡体4处,大型泥石流沟2条;2)林家崖滑坡群滑体主要以崩积物为主,物质组分为粉质黏土夹碎块石;3)受地形地貌、地层岩性、降雨制约和人类工程活动影响,滑坡群目前整体处于等速变形阶段,应加强治理,防止变形进一步加剧.研究成果将为该地区严重的地质灾害防治提供基础地质依据.

       

      Abstract: The Beishan region in Xining City is located in the geological hazard-prone zone, in which the DasigouWangjiazhuang area includes the most numerous, severe and dangerous geological disasters. Based on the overall characteristics of landslide in this region, taking Linjiaya landslide group for example, the authors analyze its space morphological characteristics, material composition and structural features, calculate the stability under three different operating conditions with folded line slide model, and finally assess its stability. It is concluded that: 1) There are 31 collapse perilous rock bodies, 4 large landslides and 2 large debris flow gullies in the Dasigou-Wangjiazhuang section; 2) The Linjiaya landslide group mainly consists of colluvium of silty clay with clastic gravel; 3) Influenced by the landform, lithology, rainfall and human activities, the Linjiaya landslide group at present is generally in a constant speed deformation phase, which should be effectively controlled to prevent further deformation.

       

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