首页|基于FLAC3D的复杂堆积体稳定性分析及其治理研究——以贵州都匀—安顺高速公路摆拢大桥堆积体为例

基于FLAC3D的复杂堆积体稳定性分析及其治理研究——以贵州都匀—安顺高速公路摆拢大桥堆积体为例

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对于受三维空间分布的不利构造影响、多种地层错综分布的复杂堆积体,难以将其简化为简单结构的模型进行理论计算.为解决复杂堆积体的稳定性计算问题,利用FLAC3D软件构建三维地质模型,根据贵州都匀—安顺高速公路摆拢大桥堆积体工程特性对其进行分区赋值、联合计算,对复杂堆积体的变形破坏机理和稳定性进行分析,并提出治理方案.结果表明:本文方法可以直观地模拟堆积体的变形破坏特点,数值模拟结果显示堆积体滑坡位移较大的区域分布在2区、3区,堆积体滑坡从2区向后牵引1区,形成整体滑移;提出的"路线局部绕避+工程支挡"的路线比选方案更加合理、有效、经济.研究结果可为复杂堆积体的稳定性分析和治理方案的制定提供参考.
Stability analysis and treatment of complex accumulation body based on FLAC3D—Taking the accumulation body of the BaiLong Bridge on the Duyun—Anshun Expressway in Guizhou as an example
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.

complex accumulation bodystability analysistreatment schemeFLAC3D softwarenumerical simulation

许源华、贺太红、谢配红、龙维、邬忠虎、刘品

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贵州理工学院资源与环境工程学院,贵州 贵阳 550003

贵州省地质矿产勘查开发局114地质大队,贵州 遵义 563000

贵州省地质矿产勘查开发局106地质大队,贵州 遵义 563001

贵州大学土木工程学院,贵州 贵阳 550025

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

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复杂堆积体 稳定性分析 治理方案 FLAC3D软件 数值模拟

2024

安全与环境工程
中国地质大学

安全与环境工程

CSTPCD北大核心
影响因子:1.03
ISSN:1671-1556
年,卷(期):2024.31(5)