Impact failure and disaster processes associated with rockfalls based on three-dimensional discontinuous deformation analysis

IF 2.8 3区 地球科学 Q2 GEOGRAPHY, PHYSICAL
Guoyang Liu, Zhirui Zhong, Tangjin Ye, Jin Meng, Shengze Zhao, Junjie Liu, Shouyi Luo
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Abstract

Rockfalls, a common geohazard in mountainous areas, have destructive impact capacity and may cause failure of dangerous rock masses in their runout range. For slope risk assessment, a thorough understanding of the impact failure processes and dynamic characteristics associated with rockfall movements is necessary. The aim of this study is to investigate the impact of rockfall failure behaviours and disaster processes on the dangerous rock mass along the way through three-dimensional discontinuous deformation analysis (3D DDA). To validate the reliability and applicability of 3D DDA, numerous laboratory experiments are performed on the impact of downward moving blocks on the unstable block and block system (i.e. single block–single block, single block–block system and block column–block system models) by comparing the displacements, kinetic energies and movement states of blocks. Using the G318 national road in Tibet as an example, 3D DDA simulates the impact and disaster processes associated with upper rockfalls sourced from a complete giant block and multiple discrete blocks on lower dangerous rock mass. Further, rockfall failure modes, movement characteristics, block interactions and impact phenomena are investigated. Results show that 3D DDA can effectively simulate block movement and impact interaction. The upper rockfalls impact the initially stable lower dangerous rock mass, which is the triggering factor for failure of the lower dangerous rock mass. The blocks from the upper rockfalls interact and merge to move downward, increasing the total volume and impact capacity of the rockfalls. It has been discovered that the rockfall disaster caused by the impact of an upper rockfall comprising discrete blocks on a lower dangerous rock mass is more severe than that resulting from the impact of a complete block. Overall, the results of this research can be used to help predict and prevent rockfall disasters.

基于三维不连续变形分析的冲击破坏和与落石有关的灾害过程
落石是山区常见的地质灾害,具有破坏性的冲击能力,可能会导致其冲出范围内的危险岩体崩塌。为进行斜坡风险评估,有必要全面了解与落石运动相关的冲击破坏过程和动态特征。本研究旨在通过三维不连续变形分析(3D DDA)研究落石破坏行为和灾害过程对沿途危岩体的影响。为了验证三维不连续变形分析的可靠性和适用性,通过比较岩块的位移、动能和运动状态,对向下运动的岩块对不稳定岩块和岩块系统(即单岩块-单岩块、单岩块-岩块系统和岩块柱-岩块系统模型)的影响进行了大量的实验室实验。以西藏 G318 国道为例,三维 DDA 模拟了由完整巨型块体和多个离散块体产生的上部落石对下部危岩体的冲击和灾害过程。此外,还研究了落石的破坏模式、运动特征、块体相互作用和冲击现象。结果表明,三维 DDA 可以有效模拟岩块运动和冲击相互作用。上部落石冲击初始稳定的下部危岩体,是下部危岩体破坏的触发因素。来自上部落石的岩块相互作用并向下移动,增加了落石的总体积和冲击能力。研究发现,由离散块体组成的上部岩崩对下部危岩体的冲击所造成的落石灾害,比完整块体的冲击所造成的落石灾害更为严重。总之,这项研究成果可用于预测和预防落石灾害。
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来源期刊
Earth Surface Processes and Landforms
Earth Surface Processes and Landforms 地学-地球科学综合
CiteScore
6.40
自引率
12.10%
发文量
215
审稿时长
4 months
期刊介绍: Earth Surface Processes and Landforms is an interdisciplinary international journal concerned with: the interactions between surface processes and landforms and landscapes; that lead to physical, chemical and biological changes; and which in turn create; current landscapes and the geological record of past landscapes. Its focus is core to both physical geographical and geological communities, and also the wider geosciences
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