张杰, 李世凯, 张令泽, 晏祥省, 张红兵, 肖华宗, 杨帆. 2014: 云南大关上坝村滑坡基本特征与成因分析. 工程地质学报, 22(s1): 432-438. DOI: 10.13544/j.cnki.jeg.2014.s1.072
    引用本文: 张杰, 李世凯, 张令泽, 晏祥省, 张红兵, 肖华宗, 杨帆. 2014: 云南大关上坝村滑坡基本特征与成因分析. 工程地质学报, 22(s1): 432-438. DOI: 10.13544/j.cnki.jeg.2014.s1.072
    Zhang Jie, Li Shikai, Zhang Lingze, Yan Xiangsheng, Zhang Hongbing, Xiao Huazong, Yang Fan. 2014: THE BASIC CHARACTERISTICS AND CAUSES OF LANDSLIDE AT SHANGBA VILLAGE,DAGUAN COUNTY OF YUNNAN PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 22(s1): 432-438. DOI: 10.13544/j.cnki.jeg.2014.s1.072
    Citation: Zhang Jie, Li Shikai, Zhang Lingze, Yan Xiangsheng, Zhang Hongbing, Xiao Huazong, Yang Fan. 2014: THE BASIC CHARACTERISTICS AND CAUSES OF LANDSLIDE AT SHANGBA VILLAGE,DAGUAN COUNTY OF YUNNAN PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 22(s1): 432-438. DOI: 10.13544/j.cnki.jeg.2014.s1.072

    云南大关上坝村滑坡基本特征与成因分析

    THE BASIC CHARACTERISTICS AND CAUSES OF LANDSLIDE AT SHANGBA VILLAGE,DAGUAN COUNTY OF YUNNAN PROVINCE

    • 摘要: 本文在云南大关县天星镇上坝村滑坡应急调查的基础上,详细分析了该滑坡的基本特征与成因。该滑坡整体呈舌型状,横向最宽230m,纵向最长380m,滑体平均厚度约6m,滑体方量约52.44104m3,整个滑坡体可分为整体下滑区与牵引拉裂区。(1)整体下滑区:长120m、宽80m,在下滑区后缘形成长60m、高7.5m的陡坎,陡坎产状9268,滑体在下滑过程中的右侧表现出明显的抛洒与堆积作用; (2)牵引拉裂区:总体上呈粪箕状,上窄下宽,上横宽30余米,下横宽60余米,纵长70余米。拉裂区最显著的特点就是在坡体上形成高低错落的拉裂陡坎以及在坡体的左侧形成了拉裂凹槽,凹槽走向68,纵长20m、横宽3~10m,深0.5~3m,随着时间的推移,在降雨的作用下,凹槽有可能会进一步加长、加宽与加深。双沟同源地质构造与负地形地貌,为该滑坡的产生提供了有利的地形条件; 受彝良地震的影响,斜坡出现的拉张裂缝为降雨的入渗提供了天然的地下通道; 持续的降雨入渗,软化了斜坡结构面,斜坡土体抗剪强度降低,自身重量增加,下滑分力增大,造成了本次滑坡的发生。

       

      Abstract: The article is based on field surveyed that Shangba landslide, Daguan county of Yunnan province, analysing of the basic characteristics and causes of the landslide. The landslide was the shape of tongue, lateral widest 230m, vertical longest 380m, the average thickness of the sliding body about 6m, body side slip about 52.44104m3,the whole landslide area can be divided into the overall decline area and traction crack area.(1)The overall decline in area:Length 120m, width 80m, the scarp was long 60m, high 7.5m after falling edge of the area, scarp occurrence 9268,it showed significant shed and stacking that the south side of the sliding body in the falling.(2)Traction crack area:Showed fecal dustpan, the narrow width, the horizontal width of 30meters, 60meters under the horizontal width, 70meters lengthwise. The most notable feature was the crack area formed on the slope of the level of scattered crack scarp and the formation of a crack groove in the north slope. Groove toward 68,lengthwise 20m, horizontal width 3~10m, depth 0.5~3m, with the passage of time, the groove may be further lengthened, widened and deepened under the action of rainfall.Shuanggou homologous geological structure and the negative topography, it provided favorable terrain conditions for the occurrence of landslide. By Yiliang earthquake affected, tensile fractures of abrupt slope provides a natural underpass for rainfall infiltration. Sustained rainfall infiltration, softed the slope surface structure, slope soil shear strength reduction, increased its own weight, decline in component increased, this caused a landslide occurred.

       

    /

    返回文章
    返回