The Mudui deep-seated debris slide in Sichuan Province, China: Failure mechanism, kinematics, and effects of remedial works based on multidisciplinary data

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2025-02-04 DOI:10.1007/s10064-025-04145-x
Qiang Cheng, Bin Li, Tianxiang Liu, Yinghui Yang, Bing Li
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Abstract

Rainfall has been recognized as a key factor in triggering landslides. However, it is not entirely clear why many landslides have been triggered by slight-to-moderate rainfall. The Mudui landslide that occurred in Sichuan Province, China, on June 22, 2020, exemplifies the evolution of landslides induced by seasonal rainfall, which can cause substantial damage to infrastructure. This landslide was a deep-seated debris slide with a volume of approximately 0.64 million m3. It occurred in colluvial deposits, which are heterogeneous soil–rock mixtures with high permeability that easily retain water. On the basis of detailed site investigations and various monitoring data—including interferometric synthetic-aperture radar (InSAR), ground-slope and subsurface-slope deformation monitoring, and hydrogeological monitoring—we investigated the landslide-triggering mechanism along with pre- and post-landslide kinematics and assessed the effects of remedial works. The results show that both the soil water content and the slope deformations have significant seasonal characteristics. The soil water content decreases during dry seasons and increases during rainy seasons. Correspondingly, the deformation rates increase with the onset of rainy seasons and decrease with the onset of dry seasons. The landslide area underwent progressive deformations linked to groundwater seepage, inducing a continuous deterioration of the soil body. Finally, prolonged rainfall triggered the landslide of the deteriorated soil mass. The results indicate that the adverse effects of long-term seasonal soil-water-content fluctuations need to be take into account in analyzing slope instabilities in colluvial deposits.

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四川木堆深部泥石流:基于多学科数据的破坏机制、运动学和修复工程效果
降雨被认为是引发山体滑坡的关键因素。然而,目前还不完全清楚为什么许多山体滑坡是由轻微到中度降雨引发的。2020年6月22日发生在中国四川省的木堆滑坡是季节性降雨引发的滑坡演变的一个例证,它可能对基础设施造成重大破坏。该滑坡为深部碎屑滑坡,体积约64万m3。它发生在崩积矿床中,这是一种非均质土岩混合物,具有高渗透性,容易保留水分。在详细的现场调查和各种监测数据的基础上,包括干涉合成孔径雷达(InSAR)、地面和地下边坡变形监测以及水文地质监测,我们研究了滑坡触发机制以及滑坡前后的运动学,并评估了修复工程的效果。结果表明,土壤含水量和边坡变形均具有明显的季节特征。土壤含水量在旱季减少,在雨季增加。相应的,变形率随雨季的到来而增大,随旱季的到来而减小。滑坡区在地下水渗流作用下发生递进变形,导致土体不断劣化。最后,长时间降雨引发了变质土体的滑坡。结果表明,在分析崩落沉积物的边坡不稳定性时,需要考虑长期季节性土壤含水量波动的不利影响。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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