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基于MPM-DEM耦合的弃渣场稳定性及灾害动力学分析

任禾 王君豪 徐文杰 王恒威 董晓阳 孙文超 冯明明 吕飞

中国地质灾害与防治学报2025,Vol.36Issue(6):37-47,11.
中国地质灾害与防治学报2025,Vol.36Issue(6):37-47,11.DOI:10.16031/j.cnki.issn.1003-8035.202408011

基于MPM-DEM耦合的弃渣场稳定性及灾害动力学分析

Stability and dynamic hazard analysis of dumpsites based on MPM-DEM coupling algorithm

任禾 1王君豪 2徐文杰 2王恒威 1董晓阳 3孙文超 1冯明明 1吕飞1

作者信息

  • 1. 云南省交通规划设计研究院股份有限公司,云南 昆明 650011
  • 2. 清华大学水圈科学与水利工程全国重点实验室,北京 100084
  • 3. 中国地质大学(北京)工程技术学院,北京 100083
  • 折叠

摘要

Abstract

The rapid expansion of highway construction in mountainous areas has heightened the focus on the stability of dumpsites and the assessment of potential failure disasters.High-energy landslides can severely impact structures along the way,posing significant risks to life and property.Leveraging the material point method(MPM)for simulating large deformations in continuous media and the discrete element method(DEM)for precise contact detection,the MPM-DEM coupling algorithm can effectively models interactions between landslides and complex terrains or structures.This study employs the MPM-DEM coupling algorithm within the GPU-accelerated high-performance computing software CoSim to analyze the stability and dynamic hazard potential of dumpsite slopes.The validity and accuracy of the proposed algorithm were initially verified through a case study involving granular material impacting a structure.Subsequently,a highway dumpsite in Yunnan Province was selected as an example to evaluate the stability factor and the predict the potential failure's impact range and severity.Results indicate that the dumpsite slope is currently stable;however,should instability occur,it would exert significant impact on downstream highway bridge piles.The numerical simulation results demonstrate the strong capabilities of the coupling algorithm in the stability and dynamic failure analysis of dumpsite slopes,which can simulate the entire process of"stability-large deformation-flow-accumulation"for slopes.

关键词

物质点法(MPM)/离散元法(DEM)/MPM-DEM耦合算法/稳定性分析/失稳评估

Key words

material point method(MPM)/discrete element method(DEM)/MPM-DEM coupling algorithm/stability analysis/failure assessment

分类

天文与地球科学

引用本文复制引用

任禾,王君豪,徐文杰,王恒威,董晓阳,孙文超,冯明明,吕飞..基于MPM-DEM耦合的弃渣场稳定性及灾害动力学分析[J].中国地质灾害与防治学报,2025,36(6):37-47,11.

基金项目

公路弃渣场失稳灾害评估及防治关键技术研究与运用示范项目(YCIC-YF-2022-09) (YCIC-YF-2022-09)

中国地质灾害与防治学报

1003-8035

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