首页> 外文会议>NATO Advanced Research Workshop on Massive Rock Slope Failure : New Models for Hazard Assessment >ON THE INITIATION OF LARGE ROCKSL1DES: PERSPECTIVES FROM A NEW ANALYSIS OF THE VAIONT MOVEMENT RECORD
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ON THE INITIATION OF LARGE ROCKSL1DES: PERSPECTIVES FROM A NEW ANALYSIS OF THE VAIONT MOVEMENT RECORD

机译:关于大型Rocksl1des的启动:从VAIONT运动记录的新分析中的视角

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The 250 million m'1 Vaiont landslide of 1963 is the largest failure for which monitoring data has been collected in the period in which the failure was initiated. Despite this, and the availability of good geological and geotechnical datasets, considerable uncertainly remains regards the processes occurring within Ihe landslide prior to and during the failure. In this paper, the monitoring data are re-examined to attempt to understand the triggering mechanisms and controls on movement, by plotting I/velocity against time for the 1960 and 1962 movement events, and the 1963 final failure, it is demonstrated that the landslide appears to have undergone a change in deformation mechanism. The 1963 data suggest that the final failure was brittle in nature, but the lack of seismicity effectively rules out large-scale cracking in the limestone. The 1960 and 1962 failures suggest a ductile mechanism. This is used to support the previously proposed initiation mechanism in which deformation of the basal clays in the brittle-ductile transition regime allows movement that is characterised by micro-cracking on the small scale but apparent ductility on the large scale to be superseded by brittle failure when the micro-cracks coalesce.
机译:1963年的2.5亿M'1 VAIONT滑坡是在未发生故障的期间收集监测数据的最大故障。尽管如此,良好的地质和岩土基地数据集的可用性,相当大的不确定仍然存在于失败之前和期间的IHE滑坡中发生的过程。在本文中,重新检查监测数据以试图了解运动的触发机制和控制,通过对1960年和1962年运动事件的时间和1963年的最终失败来绘制I /速度,并证明滑坡似乎经历了变形机制的变化。 1963年的数据表明,最终的失败本质上是脆弱的,但缺乏地震性有效地规定了石灰石的大规模裂缝。 1960年和1962年的故障表明了一种韧性机制。这用于支持先前提出的起始机制,其中脆性 - 延展性过渡制度中的基底粘土的变形允许运动,其特征在于小刻度的微裂纹,但在大规模上的表观延展性被脆性失败取代当微裂缝合并时。

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