颗粒破碎对岩石滑坡沉积形成的影响:来自刚性有限元模型的见解

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2024-11-30 DOI:10.1007/s10064-024-04023-y
Hui Jiang, Jing-Jing Zhu, Wen-Jie Zhang, Jin-Ting Wang, Yuan-De Zhou, Xiu-Li Du
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引用次数: 0

摘要

本文旨在研究颗粒破碎对滑坡动力学和沉积的影响。提出了结合粘结梁单元的刚体有限元模型来模拟岩石的破坏行为。这种方法可以模拟颗粒碎片的滚动、相邻碎片之间的碰撞以及碎片与基岩的碰撞。考虑基岩表面体积、破坏方式、破坏效率和摩擦系数的变化,进行了数值分析。模拟结果表明,跳动距离与岩块体积呈负线性相关。结合破碎效应,研究发现母岩块体的破碎效率显著影响着能量耗散过程和滑坡的下坡运动。尽管破碎模式的变化导致了不同的沉积形态,但位移距离基本保持一致。对不同来源的块体贡献的分析表明,矿床的纵向扩展主要取决于分布在岩体外围的块体。
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Effects of particle breakage on rockslide deposition formations: insights from rigid finite element modelling

This paper aims to investigate the influence of particle breakage on the dynamics and deposition of rockslides. A rigid-body finite element formulation incorporating bond beam element is proposed to model rock breakage behaviors. This approach enables simulations of particle fragment rolling, collisions between adjacent pieces, and impacts of pieces with the bedrock. Numerical analyses were conducted considering the variations in volumes, breakage modes, breakage efficiency, and the friction coefficient of bedrock surfaces. Simulation results demonstrate a negative linear correlation between the runout distance and the volume of rock blocks. Incorporating fragmentation effects, this study reveals that the breakage efficiency of maternal rock blocks significantly influences the energy dissipation process and the downslope movement of rockslides. Despite variations in breakage modes leading to distinct deposit configurations, run-out distances remain basically consistent. Analysis of block contributions from various source locations indicates that the longitudinal spreading of the deposit primarily depends on blocks distributed on the periphery of the rock mass.

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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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