首页> 外文期刊>International journal of geomechanics >Rainfall-Induced Landslides: Case Study of the Marappalam Landslide, Nilgiris District, Tamil Nadu, India
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Rainfall-Induced Landslides: Case Study of the Marappalam Landslide, Nilgiris District, Tamil Nadu, India

机译:降雨引发的滑坡:印度泰米尔纳德邦尼吉里斯区Marappalam滑坡的案例研究

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摘要

Rainfall-induced landslides are common natural hazards in tropical regions. The present study investigates a rainfall-induced landslide that occurred in 2009 in the Marappalam area of Nilgiris district, Tamil Nadu, India. It was triggered by a high-intensity short period of rainfall that occurred after a prolonged low-intensity rainfall at Marappalam. The effect of rainfall infiltration on the unsaturated residual soil slope was investigated by transient seepage analysis using the finite difference method. The fluid-mechanical interaction of unsaturated soil has been obtained using coupled fluid flow analysis. The analysis was carried out in two stages. The first stage saw prolonged low-intensity rainfall of 710mm over 8months. The second stage showed a short-duration, high-intensity rainfall of 719mm in just 10days, which caused a landslide in Marappalam. It was observed that the first rainfall event saturated the Marappalam slope to a degree of saturation of 0.6. The saturation level increased during the second rainfall, which advanced the wetting front to the lower layer of the Marappalam slope and saturated the slope to the degree of saturation of 0.8. The wetting front reached the soil-rock interface at the end of the second rainfall event, increasing soil saturation and seepage force, accompanied by reduction in matric suction and the subsequent development of positive pore water pressure. The development of positive pore water pressure decreased the effective stress, thus reducing the shear strength of the soil along the soil-rock interface, causing landslide in Marappalam. The study also described the relationship between rainfall and landslide occurrence based on daily and antecedent rainfall in conjunction with past landslide events occurring in the Marappalam region. The rainfall-threshold relationship provided the optimum level of daily and 5-day antecedent rainfall required to trigger landslides in the Marappalam region, which can be used for early warnings at the regional level.
机译:降雨引起的滑坡是热带地区常见的自然灾害。本研究调查了印度泰米尔纳德邦Nilgiris区Marappalam地区2009年发生的降雨诱发的滑坡。马拉帕拉姆(Marappalam)长时间低强度降雨后出现了高强度短期降雨,这是引发这种情况的原因。利用有限差分法,通过瞬态渗流分析,研究了降雨入渗对非饱和残余土坡的影响。使用耦合流体流动分析已经获得了非饱和土的流固耦合。分析分两个阶段进行。第一阶段的低强度降雨持续了8个月,达到710毫米。第二阶段在短短10天之内出现了719mm的短时高强度降雨,这在Marappalam造成了滑坡。观察到,第一次降雨事件使Marappalam坡度饱和至0.6的饱和度。在第二次降雨期间,饱和度水平增加,这使湿润前沿前进至Marappalam斜坡的下层,并使斜坡饱和至饱和度0.8。在第二次降雨事件结束时,润湿前沿到达土壤-岩石界面,增加了土壤饱和度和渗透力,伴随着基质吸力的降低和随后正孔隙水压力的发展。正孔隙水压力的发展降低了有效应力,从而降低了沿土石界面的土壤抗剪强度,导致了马拉帕拉姆地区的滑坡。这项研究还描述了降雨与滑坡发生之间的关系,该关系基于每日降雨和先前降雨以及马拉帕拉姆地区过去发生的滑坡事件。降雨-阈值关系提供了触发Marappalam地区滑坡所需的每日和5天前降雨的最佳水平,可将其用于区域一级的预警。

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