文章摘要
河水位骤降条件下某滑坡稳定性分析
Stability Analysis of a Landslide Under the Condition of Sudden Drop of River Level
  
DOI:10.16018/j.cnki.cn32-1650/n.202202011
中文关键词: 滑坡  稳定性分析  河水位骤降
英文关键词: landslide  stability analysis  river level dropped sharply
基金项目:
作者单位
韦玮 核工业西南勘察设计研究院有限公司, 四川 成都 610061 
彭波 核工业西南勘察设计研究院有限公司, 四川 成都 610061 
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中文摘要:
      受特大洪水影响某事务中心管理用房后侧边坡出现拉裂变形,滑坡宽约31m,纵向长约165 m,面积约5. 1×103 m2,滑体平均厚度约5. 0 m,体积约2. 6×104 m3,为浅层中型土质滑坡。通过工程地质调绘和钻探,查明该滑坡体的工程地质和水文地质条件,根据其变形特征,对滑坡的成因、变形特征及稳定性进行分析评价。
英文摘要:
      Affected by the extraordinary flood, the slope behind the management house of a certain affairs center was cracked and deformed. The width of the landslide is about 31 m, the length is about 165 m, and the area is about 5. 1 × 103 m2, the average thickness of sliding body is about 5. 0 m, and the volume is about 2. 6 × 104 m3, which is a shallow medium-sized soil landslide. Through engineering geological mapping and drilling, the engineering geological and hydrogeological conditions of the landslide are identified. According to its deformation characteristics, the causes, deformation characteristics and stability of the landslide are analyzed and evaluated.
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