...
首页> 外文期刊>Geomorphology >Back analysis of a coastal cliff failure along the Forkastningsfjellet coastline, Svalbard: Implications for controlling and triggering factors
【24h】

Back analysis of a coastal cliff failure along the Forkastningsfjellet coastline, Svalbard: Implications for controlling and triggering factors

机译:斯瓦特本克斯特·海岸线沿着沿海悬崖衰竭的回归分析,斯瓦尔巴特:控制和触发因素的含义

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

ABSTR A C T Based on a morphostructural analysis of a cliff coast segment of Forkastningsfjellet, back analysis of the August 12th, 2016 rock slide situated at 78 degrees 19'10 '' N/15 degrees 39'52 '' E was carried out. This rock slide comprises a volume of 175,000 m(3), and indicates a partial reactivation at the front of the similar to 100 million m(3) large postglacial Forkastningsfjellet rock slide. We studied the controlling and triggering factors of the reactivation using a 2-D limit-equilibrium calculations and a 3-D simulation with Scoops3D. Slope instability initiated along a pre-existing listric block fault that was inherited from the postglacial Forkastningsfjellet rock slide. The cause of the failure is attributed to a strength decrease and additional water pressures along the pre-existing sliding plane, possibly in combination with a degradation of the affected weak shales of the Rurikfjellet Formation, which build up a major part of the steep slope.Although the analysis suggests a structural control on the type and mechanism of slope failure, a significant impact of climate-related factors is inferred. Increasing temperatures and changing precipitation trends are reported from Svalbard. These are interpreted to foster permafrost degradation and reduce bonding forces in the thawing ice-filled fractures at the site. In addition, progressive weakening by more frequent frost and thaw cycles of the slaking shales and the introduction of additional water pressures to the rock mass are considered to contribute to the insta-bility. The final trigger of the 2016 failure is attributed to a two-day rainfall that had preceded the event.The application of the Scoops3D software tool showed that it is capable of predicting the locations and affected volumes of landslides with reasonable accuracy, when the geological and structural setting is well established. Under such premises the tool can be used to support preliminary susceptibility assessments in study areas with comparable geological and morphostructural settings. (C) 2021 Elsevier B.V. All rights reserved.
机译:基于对Forkastningsfjellet悬崖海岸段的形态属性分析的CT,对2016年8月12日的岩石幻灯片的反对分析,位于78度19'10''N / 15度39'52'e。该岩石载玻片包括175,000米(3)的体积,并表示前部的部分再激活类似于100万米(3)大型后螺旋齿轮型Fjellet岩石载玻片。我们使用二维限制平衡计算和用SCOOPS3D进行了三维模拟来研究再激活的控制和触发因素。斜坡不稳定性沿预先存在的列表块故障启动,该故障继承从后闪烁的forkastningsfjellet摇滚幻灯片。失败的原因归因于沿着预先存在的滑动平面的强度降低和额外的水压,可能与受影响的弱节拍的劣化弱子脉的劣化形成,这构成了陡坡的主要部分。虽然分析表明对斜坡衰竭的类型和机制的结构控制,但是将对气候相关因素进行重大影响。斯瓦尔巴特报告了越来越多的温度和改变降水趋势。这些被解释为培养Permafrost降解并减少在该部位的解冻冰填充的骨折中的粘合力。此外,通过更频繁的霜冻和解冻循环和向岩体引入额外的水压力的渐进式削弱,被认为是有助于Insta-Bility。 2016年失败的最终触发器归因于事件之前的为期两天的降雨。当地质和地质时,斯科普斯3D软件工具的应用表明它能够预测地区的位置和受影响的山体滑坡堆积。结构设定成熟。在这些场所,该工具可用于支持具有可比地质和样能结构环境的研究领域的初步敏感性评估。 (c)2021 elestvier b.v.保留所有权利。

著录项

  • 来源
    《Geomorphology》 |2021年第15期|107850.1-107850.15|共15页
  • 作者单位

    Fed Inst Geosci & Nat Resources Stilleweg 2 D-30655 Hannover Germany;

    Fed Inst Geosci & Nat Resources Stilleweg 2 D-30655 Hannover Germany;

    Fed Inst Geosci & Nat Resources Stilleweg 2 D-30655 Hannover Germany;

    Geol Survey Norway Postbox 6315 Torgarden N-7491 Trondheim Norway|Norwegian Univ Sci & Technol Dept Geosci & Petr N-7491 Trondheim Norway;

    Geol Survey Norway Postbox 6315 Torgarden N-7491 Trondheim Norway;

    Fed Inst Geosci & Nat Resources Stilleweg 2 D-30655 Hannover Germany;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Cliff failure; Back analysis; Climate change; Svalbard;

    机译:悬崖失效;背部分析;气候变化;斯瓦尔巴特;

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