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Characterization and Analysis of the Mitchell Creek Landslide: A Large-scale Rock Slope Instability in northwestern British Columbia

机译:米切尔溪滑坡的特征与分析:不列颠哥伦比亚省西北部的大规模岩石边坡失稳

摘要

The Mitchell Creek Landslide (MCL) is a large, 74 Mm3, complex, active landslide located in the Coast Mountains of B.C. The slope is composed of foliated and hydrothermally altered volcanic-sedimentary rocks. The Mitchell Thrust and Brucejack faults constrain landslide geometry. Visible deformation initiated mid-20th century, coincident with rapid glacial retreat. This thesis presents results of a detailed characterization study which combines the results of geomorphological analysis, deformation feature mapping, and photogrammetric analysis of historic aerial photography from 1956, 1972, 1992, and 2010; geological and geomechanical borehole data; and geotechnical monitoring of landslide motion and groundwater conditions. Rates of movement vary spatially by geomorphological zone between 0.80 m/yr in the toe to 0.19 m/yr at the backscarp. Numerical modelling simulations were undertaken using continuum and discontinuum methods to evaluate failure mechanisms and landslide evolution. Glacier retreat, regional geology and rupture surface configuration were identified as the primary controls on landslide behaviour.
机译:米切尔溪滑坡(MCL)是一个大型的74 Mm3复杂的活跃滑坡,位于卑诗省海岸山脉。斜坡由叶状和热液蚀变的火山沉积岩组成。 Mitchell推力和Brucejack断层限制了滑坡的几何形状。可见的变形始于20世纪中叶,正值冰川快速退缩。本文提出了详细的表征研究结果,该研究结合了1956年,1972年,1992年和2010年的历史航空摄影的地貌分析,变形特征映射和摄影测量分析的结果;地质和地质力学钻孔数据;滑坡运动和地下水条件的岩土工程监测。运动速度在空间上随地貌区域的变化而变化,从脚趾的0.80 m / yr到后脚的0.19 m / yr。使用连续和不连续方法进行数值模拟,以评估破坏机理和滑坡演化。冰川退缩,区域地质和破裂面构造被确定为滑坡行为的主要控制因素。

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    Clayton Margaret Anne;

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  • 年度 2014
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