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The Basic Characteristics and Failure Mechanism of Guizhaoshou High-speed Landslide

机译:桂肇寿高速滑坡的基本特征及破坏机理

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摘要

Wenchuan Mw 7.9 earthquake triggered more than 60,000 landslides over a broad area, and caused huge economic losses.Although the Wenchuan earthquake has passed for five years, it should deserve attentions in the regions that there are a lot of potential unstable slopes with loose rock mass structure, high hazards and difficult to be recognized.These unstable slopes easily transfer to landslides and cause casualties and property losses after it experienced several heavy rainstorms.Guizhaoshou landslide is located in Pengzhou city, the high intensity area of the Wenchuan earthquake.It is a rainstorm-triggered high-speed landslide after four years of Wenchuan earthquake.Some studies have been done on this landslide, this paper presents some results mainly on:(1) the features of the main slide body and accumulation zone(Ⅰ, Ⅱ ,Ⅲ);(2) Six factors affecting the stability of the landslide and triggered landslides, including rugged topography, formation lithology, the slope toe under cutted by rivers and debris flow, faults effect, human engineering activities and heavy rainstorm which is the major inducing factors to landslide;(3) landslide failure mode which is defined as the slip-projectile mode with the initial projectile velocity of 40.41m/s, and runout distance of 137 meters;(4) the destruction process of Guizhaoshou landslide including four stages such as slope cumulative failure, slope ejecting, slope body movement, and slope accumulating;(5) The differences between rainstorm-triggered and earthquake-triggered rapid landslide.After the "5.12"earthquake, domestic and foreign researches have focused on the rapid and long-runout landslide triggered by ground strong motion by earthquake and acquired many results.But there are very few studies on rapid landslide triggered by rainstorm.This paper enriches the research on the rainstorm-triggered rapid landslide and has a certain reference value for the disaster prevention and mitigation work in the areas threatened by seismic geohazards.
机译:汶川7.9级地震在广阔的范围内引发了60,000多次滑坡,造成了巨大的经济损失。尽管汶川地震已经过去了五年,但在潜在不稳定的斜坡上,岩体松动的地区应该引起注意。结构,危险性高,难以识别。这些不稳定的斜坡在经历几次暴雨后很容易转移到滑坡上,造成人员伤亡和财产损失。桂肇寿滑坡位于汶川地震高强度地区彭州市。汶川地震发生四年后,由暴雨触发的高速滑坡。对此滑坡进行了一些研究,主要研究结果如下:(1)滑坡主体和聚集带的特征(Ⅰ,Ⅱ,Ⅲ) );(2)影响滑坡和触发滑坡稳定性的六个因素,包括崎ged的地形,地层岩性,坡脚下的坡脚河流和泥石流,断层效应,人类工程活动和暴雨是导致滑坡的主要诱因;(3)滑坡破坏模式,定义为初始弹丸速度为40.41m / s的滑弹模式,以及跳动距离为137米;(4)桂肇寿滑坡的破坏过程包括边坡累积破坏,边坡弹出,边坡体运动和边坡累积四个阶段;(5)暴雨触发与地震触发的快速滑坡之间的差异。“ 5.12”地震发生后,国内外的研究都集中在地震引起的地面强烈运动引起的快速,长跳动的滑坡上,并取得了很多成果。但关于暴雨引发的快速滑坡的研究很少。暴雨引发的快速滑坡研究,对地震频发地区的防灾减灾工作具有一定的参考价值ic地质灾害。

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