Influence of topography on the fragmentation and mobility of landslides

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Zhaodong Li, Jian Guo, Tonglu Li, Ping Li, Xuetong Ma, Mengmeng Zhang, Enxian Jia, Pingping Xu
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引用次数: 0

Abstract

This study uses discrete element method models to simulate the fragmentation and deposition of landslides with varying volumes on terrains with different slopes and heights. The slope motion process during the numerical simulations of the landslide movement can be divided into three stages based on changes in the kinetic energy. The variations in the kinetic and frictional energies throughout the mass motion are used to establish pertinent parameters to analyze the dynamics of the slider fragmentation characteristics. Building on prior research, the impact of the slope on the mobility and deposit morphology, including the apparent and equivalent friction coefficients and the ratio of the width to length as a deposit morphology model, is examined using motion models. Concurrently, the three experimental variables (the slope gradient, slope height, and sliding block volume) are analyzed and discussed in conjunction with the motion and deposit morphology models. Previous studies indicate that the quantification of landslide fragmentation is only applicable to rock landslides and has limitations. In the numerical simulations, distinct contact models for pre- and post-fragment particles are defined to enumerate the total number of intact particles. Subsequently, a dimensionless parameter is formulated to quantify the degree of slope fragmentation. The relationship of this parameter with the motion and deposition models is subsequently explored. The results show that increased fragmentation reduces the landslide mobility, indicating that fragmentation is an energy-consumptive process that hinders landslide motion. These findings provide insights into the mechanisms of long-runout landslides and contribute to the reproduction of landslide dynamics.

地形对滑坡破碎性和流动性的影响
本研究采用离散元法模型,模拟了不同坡度和高度地形上不同体积滑坡的破碎沉降过程。在滑坡运动数值模拟过程中,根据其动能的变化可以将边坡运动过程分为三个阶段。利用质量运动过程中动能和摩擦力的变化来建立相应的参数,分析滑块破碎特性的动力学特性。在前人研究的基础上,利用运动模型考察了坡度对移动性和沉积物形态的影响,包括视摩擦系数和等效摩擦系数以及作为沉积物形态模型的宽长比。同时,结合运动和沉积形态模型,对三个实验变量(坡度、坡高和滑块体积)进行了分析和讨论。以往的研究表明,滑坡破碎化量化只适用于岩质滑坡,存在一定的局限性。在数值模拟中,定义了碎片前和碎片后颗粒的不同接触模型,以枚举完整颗粒的总数。然后,建立了一个无量纲参数来量化边坡破碎化程度。随后探讨了该参数与运动和沉积模式的关系。结果表明,破碎化的增加降低了滑坡的流动性,表明破碎化是一个能量消耗过程,阻碍了滑坡的运动。这些发现提供了对长跳动滑坡机制的见解,并有助于滑坡动力学的再现。
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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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