高边坡压力分散型锚索应力变化数值模拟研究

Numerical Simulation Research on Stress Variation of Pressure-dispersed Anchor Cable in High Slope

文章基于FLAC3D数值模拟软件对高边坡压力分散型锚索应力变化规律进行数值模拟研究,并借助试验结果进行对比验证,得出锚固体轴向应力变化规律和接触面剪应力分布规律,为今后高边坡压力分散型锚索研究提供数值模拟的理论支撑。

Based on FLAC3D numerical simulation software,this paper conducts numerical simulation research on the stress variation law of pressure-dispersed anchor cable in a high slope,and compares and verifies the test results,so as to obtain the axial stress variation law of anchor solid and the shear stress distribution law of contact surface,which provides theoretical support for the future research on pressure-dispersed anchor cable in high slope.