首页|基于FLAC3D软件的岩质边坡稳定性分析方法研究

基于FLAC3D软件的岩质边坡稳定性分析方法研究

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山地丘陵地貌中普遍分布岩质边坡,此类边坡存在严重滑坡隐患,因此本文基于FLAC3D软件研究岩质边坡的稳定性.以金属开采矿区为研究对象,获取基本工程概况与边坡参数,并分析滑坡基本概念.利用混合离散技术与拉格朗 日差分法求解FLAC3D软件运动方程,构建研究区域边坡稳定性模型,通过仿真计算分析岩质边坡稳定性.实验结果表明:该研究区域整体稳定性较好,仅边坡上部被结构面控制的区域应力与位移较大,存在安全隐患;弱面倾角比坡脚倾斜度更大时,顺倾向边坡的稳定性更高;坡脚倾斜度越大,岩质边坡的稳定性越差.
Research on Rock Slope Stability Analysis Method Based on FLAC3D Software
Rocky slopes are widely distributed in mountainous and hilly landforms,and there are serious hidden dangers of landslides.Therefore,the stability analysis method of rock slopes based on FLAC3D software is studied.Take the metal mining area as the research object,obtain the basic engineering overview and slope parameters,and analyze the basic concept of landslide.The mixed discrete technique and Lagrange difference method are used to solve the motion equation of FLAC3D software,build the slope stability model in the study area,and analyze the rock slope stability through simulation calculation.The experimental results show that the overall stability of the study area is good,and the stress and displacement of the upper part of the slope controlled by the structural plane are large,which has potential safety hazards.When the inclination of the weak plane is greater than the inclination of the slope toe,the stability of the dip slope is higher.The greater the slope toe inclination,the worse the stability of the rock slope.

FLAC3D softwarerock slopestabilityweak plane inclinationslope toe inclination

朱光兴、张金生、徐艺珂

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贵州省第二测绘院,贵阳 550001

FLAC3D软件 岩质边坡 稳定性 弱面倾角 坡脚倾斜度

2024

科技通报
浙江省科学技术协会

科技通报

CSTPCDCHSSCD
影响因子:0.457
ISSN:1001-7119
年,卷(期):2024.40(1)
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