巴基斯坦北部由降雨引发的大规模断层控制滑坡的破坏机理

IF 5.8 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Muhammad Tayyib Riaz, Muhammad Basharat, Khawaja Shoaib Ahmed, Yasir Sirfraz, Amir Shahzad, Nisar Ali Shah
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引用次数: 0

摘要

巴基斯坦穆扎法拉巴德区 Domeshi 地区发生的大规模山体滑坡分为两个不同的阶段:8 月 1 日开始移动,随后于 2023 年 8 月 4 日完全崩塌。滑坡运动持续了 96 小时,滑出距离达 500 米。这次事件摧毁了许多住宅建筑,影响了多个家庭,并对耕地和道路基础设施造成了广泛破坏。为了全面了解崩塌机制,我们进行了详细的研究,包括现场调查、无人驾驶飞行器(UAV)摄影、岩土工程和地球物理调查、岩相分析、运动学和数值模拟。实地证据表明,滑坡主体内沿杰赫勒姆断层(JF)的活跃变形削弱了周围的岩层。强降雨使原本存在的断裂饱和,形成了关键的薄弱区。断层面上的高塑性粘土大大加剧了体积的变化,尤其是在降雨期间和降雨之后。运动学分析表明,层理节理是平面滑动的主要破坏面。地球物理勘测显示,在滑坡陡坡下 25-30 米处有一层未固结物质,并伴有各种断裂,包括一条深达 300 米的深层断裂(即 JF)。岩相学调查显示了微裂缝、微断层和粒内矿物断裂,表明了强烈的构造应力。边坡稳定性分析表明,安全系数(FoS)和强度降低系数(SRF)小于 1,表明滑坡下部有可能进一步崩塌。多种因素,包括斜坡几何形状、活动构造、材料成分和人为因素(例如,道路和建筑施工中的斜坡加载和切割、排水系统分布不当),都是导致滑坡发生的原因,但降雨是主要的触发事件。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Failure mechanism of a massive fault–controlled rainfall–triggered landslide in northern Pakistan

Failure mechanism of a massive fault–controlled rainfall–triggered landslide in northern Pakistan

A massive landslide occurred in Domeshi area, District Muzaffarabad, Pakistan, in two distinct phases: an initial movement on August 1, followed by complete failure on August 4, 2023. The landslide movement persisted for 96 h, with a runout distance of 500 m. The event destroyed numerous residential structures, impacting multiple families, and causing extensive damage to cultivated land and road infrastructure. To comprehensively understand the failure mechanisms, a detailed study was undertaken, encompassing site investigations, unmanned aerial vehicle (UAV) photography, geotechnical and geophysical investigations, petrographic analysis, kinematics, and numerical simulations. The field evidence indicates that the active deformation along the Jhelum Fault (JF) within the landslide’s main body weakened the surrounding rock formations. Intense rainfall saturated pre-existing fractures, creating critical zones of weakness. Highly plastic clays along fault plane contributed significantly to volume changes, especially during and after rainfall events. Kinematic analysis identified bedding joints as prevalent failure planes for planar sliding. Geophysical survey revealed a layer of unconsolidated material extending 25–30 m below the landslide’s scarp, accompanied by various fractures, including a deep fracture (i.e., JF) up to 300 m depth. Petrographic investigations showed microfractures, micro faults, and intragranular mineral breakage, indicative of intense tectonic stresses. Slope stability analysis indicated factors of safety (FoS) and strength reduction factor (SRF) less than 1, suggesting the potential for further failure in the lower sections of the landslide. Multiple factors, including slope geometry, active tectonics, material composition, and anthropogenic factors (i.e., slope loading and cutting for road and building construction, improper drainage distribution), contributed to the landslide's occurrence, however, the rainfall emerged as the primary triggering event.

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来源期刊
Landslides
Landslides 地学-地球科学综合
CiteScore
13.60
自引率
14.90%
发文量
191
审稿时长
>12 weeks
期刊介绍: Landslides are gravitational mass movements of rock, debris or earth. They may occur in conjunction with other major natural disasters such as floods, earthquakes and volcanic eruptions. Expanding urbanization and changing land-use practices have increased the incidence of landslide disasters. Landslides as catastrophic events include human injury, loss of life and economic devastation and are studied as part of the fields of earth, water and engineering sciences. The aim of the journal Landslides is to be the common platform for the publication of integrated research on landslide processes, hazards, risk analysis, mitigation, and the protection of our cultural heritage and the environment. The journal publishes research papers, news of recent landslide events and information on the activities of the International Consortium on Landslides. - Landslide dynamics, mechanisms and processes - Landslide risk evaluation: hazard assessment, hazard mapping, and vulnerability assessment - Geological, Geotechnical, Hydrological and Geophysical modeling - Effects of meteorological, hydrological and global climatic change factors - Monitoring including remote sensing and other non-invasive systems - New technology, expert and intelligent systems - Application of GIS techniques - Rock slides, rock falls, debris flows, earth flows, and lateral spreads - Large-scale landslides, lahars and pyroclastic flows in volcanic zones - Marine and reservoir related landslides - Landslide related tsunamis and seiches - Landslide disasters in urban areas and along critical infrastructure - Landslides and natural resources - Land development and land-use practices - Landslide remedial measures / prevention works - Temporal and spatial prediction of landslides - Early warning and evacuation - Global landslide database
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