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首页> 外文期刊>Engineering Geology >A large rockslide-debris avalanche in cohesive soil at Pink Mountain, northeastern British Columbia, Canada
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A large rockslide-debris avalanche in cohesive soil at Pink Mountain, northeastern British Columbia, Canada

机译:加拿大不列颠哥伦比亚省东北部粉红色山粘性土中的大型岩屑-碎片雪崩

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摘要

In early July 2002, a large rockslide-debris avalanche occurred on the west slope of the Pink Mountain anticline in northeastern British Columbia (57 deg 04 min N; 122 deg 52 min W). The slopes have been subjected to previous deformation and landsliding. Pre- and post-slide digital elevation models (DEM-s) were created from aerial photography. Approximately 1.04 M m~3 of sandstone and shale travelled nearly 2 Ian from an elevation of 1460 m to 1010 m. The landslide has a fahrboschung of 11.6 deg and covered 43 ha. The rock debris entrained a certain amount of fine-textured till and colluvium increasing its volume by 15 percent This entrainment caused partial liquefaction of the underlying soil thereby enhancing the mobility of the landslide. We used a Bingham rheological model to dynamically model the landslide with excellent correspondence between the analysis of the actual observed behaviour of the landslide
机译:2002年7月上旬,在不列颠哥伦比亚省东北部的粉山背斜的西坡(北纬57度04分;西经122度52分)上发生了一次大的滑坡-碎屑雪崩。斜坡已经历过先前的变形和滑坡。幻灯片前后的数字高程模型(DEM-s)是通过航空摄影创建的。大约1.04 M m〜3的砂岩和页岩从1460 m到1010 m的高度移动了近2 Ian。滑坡的地面高度为11.6度,占地43公顷。岩石碎屑夹带了一定数量的细密结构,直至堆积物和洞穴都增加了15%的体积。这种夹带导致下层土壤部分液化,从而增强了滑坡的流动性。我们使用Bingham流变模型对滑坡进行动态建模,并在对实际观察到的滑坡行为进行分析之间建立了极好的对应关系

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