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Complex Earth Slides in the Thompson River Valley, Ashcroft, British Columbia

机译:不列颠哥伦比亚省阿什克罗夫特汤普森河谷的复杂地球滑坡

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摘要

Eleven retrogressive, multiple, translational earth slides have occurred along 10 km of the Thompson River Valley between the communities of Ashcroft and Spences Bridge in south-central British Columbia, Canada. Historic accounts suggest that some of these slides formed in the late 1800s and have been active ever since. Geotechnical studies have been carried out for the five most active of these earth slides since the early 1980s. The rupture surfaces of the earth slides followed highly plastic, overconsolidated non-swelling clays within a Pleistocene stratigraphic unit that consists of up to 45 m of rhythmically-bedded silt and clay glaciolacustrine sediments. Whereas reactivations of these landslides during the last 35 years have resulted in very slow movements (slower than 400 mm/yr), river down-cutting and river bank erosion may cause rapid to very rapid movements ( rate between 1.8 m/hr and 5 m/s) by retrogressions of the slides on current rupture surfaces or movements on new deeper rupture surfaces. These earth slides reactivate in late summer and early fall. The reactivations appear to be caused by a drawdown mechanism in response to overpressure in the slope during drops in the levels of the Thompson River after high flows or by erosion of the Thompson River banks during floods.
机译:在中南部的 社区之间的汤普森河谷10公里处,发生了11个倒退的,多个平移的地球滑坡。 >加拿大不列颠哥伦比亚省。历史记录表明,这些幻灯片中的一些 形成于1800年代后期,并且自那时以来一直是活跃的 。自1980年代初以来,对其中最活跃的五个滑坡进行了岩土工程研究。 滑坡的破裂面遵循高塑性, 更新世地层 单元内的超固结非膨胀粘土,由最多45 m的有节奏床状粉砂 和粘土冰川湖沉积物组成。这些 滑坡在过去35年中的重新活化导致了 缓慢的运动(低于400毫米/年),河道下沉和 河岸侵蚀可能会导致滑动件在当前破裂表面上的倒退或移动,从而导致快速至非常快速的移动( 速率在1.8 m / hr至5 m / s之间)。新的更深的破裂 表面。这些地球滑坡会在夏季末期和 初秋重新激活。重新激活似乎是由汤普森河 水位下降后在斜坡上的超压或冲刷 < / sup>洪水期间的汤普森河两岸。

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  • 来源
    《Environmental and Engineering Geoscience》 |2007年第2期|161-181|共21页
  • 作者单位

    Department of Civil and Environmental Engineering, University of Alberta, Edmonton, AB, Canada T6G 2W2;

    Department of Civil and Environmental Engineering, University of Alberta, Edmonton, AB, Canada T6G 2W2;

    Department of Civil and Environmental Engineering, University of Alberta, Edmonton, AB, Canada T6G 2W2;

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