首页> 外文期刊>Engineering Geology >A large landslide triggered by the 2008 Wenchuan (M8.0) earthquake in Donghekou area: Phenomena and mechanisms
【24h】

A large landslide triggered by the 2008 Wenchuan (M8.0) earthquake in Donghekou area: Phenomena and mechanisms

机译:东河口地区2008年汶川(M8.0)地震引发的大滑坡:现象与机理

获取原文
获取原文并翻译 | 示例
           

摘要

During the 2008 Wenchuan earthquake, more than 60,000 landslides were triggered, resulting in about 20,000 casualties. Among these landslides, a catastrophic one occurred in Donghekou area of Qingchuan County. Donghekou landslide had a volume of about 1 x 10(7) m(3), traveled fast for approximately 2 km, killing about 780 people. The source area consisted of unstable sedimentary strata and the runout path was made of colluvial deposits. During the earthquake, the colluvial deposits started to move first, before the arrival of the displaced landslide debris from the main source area. We performed undrained cyclic ring shear tests on samples taken from the runout path and concluded that liquefaction of the runout path material enhanced the mobility of the debris material. A fumarole was identified on the upper part of the runout path 6 months later. We analyzed the gas and water venting out, and concluded that the fumarole was not the result of fault movement; it resulted instead from the weathering of slate from the source area. The long-travel landslide materials blocked two rivers, forming two landslide dams that breached with the occurrence of overtopping. To better understand the internal structure of the landslide deposits and then provide evidence for a rational plan of countermeasures to stabilize the landslide dams, we measured the shear-wave-velocity of the landslide deposits by a surface-wave technique called multichannel analysis of surface waves (MASW). The results revealed that the landslide dams consisted of loosely deposited debris, suggesting that the landslide dams were mechanically weak and prone to erosion by overtopping. (C) 2014 Elsevier B.V. All rights reserved.
机译:在2008年汶川地震中,引发了60,000多起滑坡,造成约20,000人伤亡。在这些滑坡中,大地震发生在青川县东河口地区。东河口滑坡的体积约为1 x 10(7)m(3),快速行进约2 km,造成约780人死亡。源区由不稳定的沉积地层组成,跳动路径由河床沉积物组成。在地震期间,在流离失所的滑坡碎片从主要震源区到达之前,河床沉积物首先开始移动。我们对从跳动路径采集的样品进行了不排水的循环剪切试验,得出的结论是,跳动路径材料的液化增强了碎屑材料的流动性。 6个月后,在跳动路径的上部发现了一个喷气孔。我们分析了瓦斯和水的逸出,得出的结论是富马mar不是断层运动的结果。取而代之的是源区板岩的风化。长途滑坡材料堵塞了两条河流,形成了两条滑坡水坝,这些水坝因超车而发生破坏。为了更好地了解滑坡沉积物的内部结构,然后为合理的对策,以稳定滑坡坝,提供了依据,我们通过一种称为表面波多通道分析的表面波技术,测量了滑坡沉积物的切波速度。 (MASW)。结果表明,滑坡坝由松散沉积的碎屑组成,表明滑坡坝的机械强度较弱,容易被覆土侵蚀。 (C)2014 Elsevier B.V.保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号