Unravelling failure mechanisms of rainfall-induced debris slides through material characterisation and reduced-scale flume experiments

IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Manish Dewrari, Srikrishnan Siva Subramanian
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引用次数: 0

Abstract

Rainfall-induced debris slides are a major geological hazard in the Himalayan region, where slopes often comprise heterogeneous debris—a complex mixture of rock and soil. The complex nature makes traditional soil or rock testing methods inadequate for assessing such debris's engineering behaviour and failure mechanisms. Alternatively, reduced-scale flume experiments may aid in understanding the failure process of debris slopes. Here, we present findings from reduced-scale laboratory flume experiments performed under varying slope angles (ranging from shallow to steep), initial volumetric water contents (ranging from dry to wet), and rainfall intensities (ranging from light to heavy) using debris materials with a median grain size (D50) 20.7 mm sampled from a rainfall-induced debris slide site in the Himalayas. Hydrological variables, including volumetric water content and matric suction, were monitored using sensors, while slope displacement was tracked indirectly, and rainfall was monitored using rain gauges. The entire failure process was captured via video recording, and index and shear strength tests were performed to characterize the debris material. Our results reveal that the failure of debris slopes is not driven by sudden increases in pore water pressure but by the loss of unsaturated shear strength due to reduced matric suction and a decreased frictional strength from reduced particle contact between grains during rainfall. We also find that the saturation of debris slope by rainfall was quick irrespective of the slope angles and initial moisture contents, revealing the proneness of debris slopes to rainfall-induced failures. These findings provide critical insights into the stability of debris materials and have important implications for improving risk assessment and mitigation strategies for rainfall-induced debris slides in the Himalayas and similar regions worldwide.
通过材料表征和缩小尺度水槽试验揭示降雨诱发碎屑滑坡的破坏机制
降雨引起的岩屑滑坡是喜马拉雅地区的主要地质灾害,这里的斜坡通常由不均匀的岩屑组成——岩石和土壤的复杂混合物。复杂的性质使得传统的土壤或岩石测试方法不足以评估这类碎片的工程行为和破坏机制。另外,缩小尺度的水槽试验可能有助于理解碎屑边坡的破坏过程。在这里,我们展示了在不同斜坡角度(从浅到陡)、初始体积含水量(从干到湿)和降雨强度(从轻到重)下进行的缩小尺度实验室水槽实验的结果,实验使用的碎屑材料的中位粒径(D50)为20.7 mm,样本来自喜马拉雅山的降雨引起的碎屑滑坡地点。水文变量,包括体积含水量和基质吸力,使用传感器监测,而斜坡位移是间接跟踪,并使用雨量计监测降雨量。通过视频记录了整个破坏过程,并进行了指数和抗剪强度试验来表征碎片材料。我们的研究结果表明,碎屑边坡的破坏不是由孔隙水压力的突然增加驱动的,而是由降雨过程中基质吸力的减少和颗粒间接触减少导致的非饱和抗剪强度的损失引起的。我们还发现,无论坡角和初始含水率如何,降雨对碎屑边坡的饱和都是很快的,这表明碎屑边坡容易发生降雨破坏。这些发现为了解碎片材料的稳定性提供了重要见解,并对改进喜马拉雅山和全球类似地区降雨引起的碎片滑坡的风险评估和减灾战略具有重要意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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