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Evaluation of failure mechanics of the Malpais landslide, Eureka County, Nevada.

机译:内华达州尤里卡县Malpais滑坡的破坏机理评估。

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摘要

Investigations of the Holocene Malpais landslide, located on the northeastern end of the Shoshone Mountains in north-central Nevada, show that very weakly clay-cemented Tertiary fluviolacustrine sedimentary rocks controlled the failure. The sedimentary rocks overlie competent deep-ocean Paleozoic basement rocks and underlie Miocene dacite flow units. The landslide, which originated at a local high point along the fault-controlled Malpais Rim, flowed north into Whirlwind Valley. It has a surface area of ∼2.2 km2 and volume of ∼0.032 km3. The landslide mass is composed of the Tertiary sedimentary and volcanic rocks. The only Paleozoic rocks in the landslide are remobilized clasts in the Miocene sedimentary rocks, thus the slide apparently did not cut into the Paleozoic basement itself.;Field and laboratory testing show that the sedimentary rocks are extremely weak, and that the dacite has high intact rock strength, but also has pervasive columnar joints. Modeling results suggest that the initial landslide originated in the weak sedimentary rocks and followed the joints in the dacite to the surface. The over-steepened rear scarp subsequently failed in a retrogressive manner, allowing rock falls, topples, intact block rotations, and slides to occur. Continued retrogressive failure and scarp formation progressed farther up slope until the overall slope equilibrated at the present head-scarp location near the crest of the Malpais Rim.;Possible failure triggering mechanisms include an increase in the water table level and/or seismic loading, given the proximity to the Malpais and other faults that have documented Holocene movement. The Malpais landslide failure depended on the presence of very weak lacustrine sedimentary units, and similar weak units are present at other landslides in the region. Those units may have been contributing factors, along with the destabilizing influence of water pressure and seismic loading, in the formation of those landslides.
机译:对位于内华达州中北部肖肖尼山脉东北端的全新世Malpais滑坡的调查表明,黏土胶结性很弱的第三系河流胶合湖沉积岩控制了破裂。沉积岩覆盖在深海古生代基底岩上,并位于中新世达科特岩体流动单元之下。滑坡起源于沿断层控制的Malpais Rim的一个局部高点,向北流入旋风谷。它的表面积约为2.2 km2,体积约为0.032 km3。滑坡体由第三纪沉积岩和火山岩组成。滑坡中唯一的古生代岩石是中新世沉积岩中的活动碎屑,因此该滑石显然没有切入古生代基底本身。岩石强度高,但也有无处不在的柱状节理。模拟结果表明,最初的滑坡起源于软弱的沉积岩,然后跟随达克特的节理一直延伸到地表。过度陡峭的后部陡崖随后以倒退的方式失效,从而使岩石坠落,翻倒,完整的块体旋转和滑动发生。持续的倒退破坏和陡坡形成在斜坡上进一步发展,直到整体斜坡在Malpais Rim顶附近的当前头head位置达到平衡为止;可能的破坏触发机制包括地下水位增加和/或地震荷载。与马尔帕斯山脉的距离以及其他记录到全新世运动的断层。 Malpais滑坡破坏取决于存在非常弱的湖相沉积单元,该地区其他滑坡也存在类似的弱单元。这些单元可能是导致这些滑坡形成的因素,以及水压和地震荷载的不稳定影响。

著录项

  • 作者

    Wilhite, Coralie P.;

  • 作者单位

    University of Nevada, Reno.;

  • 授予单位 University of Nevada, Reno.;
  • 学科 Geology.;Engineering Civil.
  • 学位 M.S.
  • 年度 2009
  • 页码 135 p.
  • 总页数 135
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 地质学;建筑科学;
  • 关键词

  • 入库时间 2022-08-17 11:38:00

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