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基于FLAC3D的复杂堆积体稳定性分析及其治理研究

许源华 贺太红 谢配红 龙维 邬忠虎 刘品

安全与环境工程2024,Vol.31Issue(5):112-121,10.
安全与环境工程2024,Vol.31Issue(5):112-121,10.DOI:10.13578/j.cnki.issn.1671-1556.20230266

基于FLAC3D的复杂堆积体稳定性分析及其治理研究

Stability analysis and treatment of complex accumulation body based on FLAC3D

许源华 1贺太红 2谢配红 3龙维 1邬忠虎 4刘品5

作者信息

  • 1. 贵州理工学院资源与环境工程学院,贵州 贵阳 550003
  • 2. 贵州省地质矿产勘查开发局114地质大队,贵州 遵义 563000
  • 3. 贵州省地质矿产勘查开发局106地质大队,贵州 遵义 563001
  • 4. 贵州大学土木工程学院,贵州 贵阳 550025
  • 5. 贵州省交通规划勘察设计研究院股份有限公司,贵州 贵阳 550081
  • 折叠

摘要

Abstract

For complex accumulations with unfavorable structures distributed in three-dimensional space and multiple strata distribution,it is difficult to simplify them into a simple abstract model for theoretical calculation.In order to solve the stability problem of complex accumulations,using FLAC3D software to build 3D geological models,according to the engineering characteristics of the accumulation body of the BaiLong Bridge on the Duyun—Anshun Expressway in Guizhou,partition assignment,joint calculation,the deformation and failure mechanism and stability of complex accumulation body were analyzed.The results show that,this method can di-rectly simulate the deformation and failure characteristics of the accumulation body.The numerical simulation results show that the large displacement area of the landslide is distributed in Zone 2 and Zone 3,and the land-slide of the accumulation body pulls back from Zone 2 to Zone 1,forming a whole slip.The proposed route se-lection scheme of"route local circumvention+engineering support"is more effective,reasonable and economi-cal.The research results can provide reference for stability analysis of complex accumulation body and the formu-lation of treatment scheme.

关键词

复杂堆积体/稳定性分析/治理方案/FLAC3D软件/数值模拟

Key words

complex accumulation body/stability analysis/treatment scheme/FLAC3D software/numerical simulation

分类

资源环境

引用本文复制引用

许源华,贺太红,谢配红,龙维,邬忠虎,刘品..基于FLAC3D的复杂堆积体稳定性分析及其治理研究[J].安全与环境工程,2024,31(5):112-121,10.

基金项目

国家自然科学基金项目(52104080) (52104080)

安全与环境工程

OA北大核心CSTPCD

1671-1556

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