2018年苏拉威西地震水膜形成的实验与数值模拟

IF 0.4 Q4 ENGINEERING, CIVIL
D. Rohit, H. Hazarika, C. Qin, Tsubasa Maeda, T. Kokusho, Yuichi Yahiro, A. Prabhakaran
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引用次数: 0

摘要

水膜效应被认为是引发2018年苏拉威西地震中高度分层、可液化的沙质土壤缓坡地形大规模流滑的关键因素。采用冲击荷载作用下的一维土体模型试验及其一维响应分析,对不同塑性特性的多层低渗透土层(盖层)下水膜形成机理进行了研究。结果表明,在冲击载荷作用下,塑性和非塑性盖层均可形成水膜。研究了封盖层数及其塑性对水膜形成和超孔隙水压力消散的影响,以及由此产生的土层竖向和侧向变形,以及正弦荷载作用下产生的应力,从而诱发水膜效应。结果表明,盖层的结构和塑性对水膜的稳定性有重要影响,而盖层的结构和塑性控制着其渗透特性。此外,水膜效应虽然不是触发流动滑动的全部原因,但也起到了关键作用,因为水膜效应在盖层下形成了一个低摩擦界面。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental and numerical simulation on water film formation during the 2018 Sulawesi Earthquake
The water film effect is considered a key factor in triggering the large scale flowslides on gently sloping terrain in highly stratified, liquefiable sandy soils during the 2018 Sulawesi Earthquake. The mechanism of water film formation under multiple less permeable soil layers (capping layers) with different plasticity characteristics is evaluated using 1D soil model tests under impact loading and their 1D response analysis. As observed, the water film can form under both plastic and non-plastic capping layers under the influence of impact load. The effect of number of capping layers, as well as their plasticity, on the water film formation and the dissipation of excess pore water pressure is evaluated, as well as the resulting vertical and lateral deformation of the soil layers, together with the stresses produced under a sinusoidal loading, inducing a water film effect is studied. From the results, it can be concluded that the configuration and the plasticity of the capping layer which controls its permeability characteristics, have a significant influence on the stability of the water film. Moreover, the water film effect plays a key role, if not the completely responsible for triggering the flowslides by forming a low-friction interface under the capping layer.
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CiteScore
1.70
自引率
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发文量
28
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