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本文依托雅安市名山区解放乡中心小学滑坡治理工程,针对研究区域2#滑坡变形体进行理论计算,并且借助三维有限元软件MIDAS/GTS,比较设置抗滑桩前后边坡稳定系数以及滑坡体的最大位移。计算结果表明在设置抗滑桩后,天然和降雨工况下边坡稳定系数均有较大提高,说明抗滑桩在边坡加固工程中效果明显。
This paper relies on the landslide control project of Jiefang Township Central Elementary School in Mingshan District, Ya’an City for the theoretical calculation of 2 # landslide deformation in the study area. By means of the three-dimensional finite element software MIDAS / GTS, the stability coefficients of landslide before and after anti- Maximum displacement. The calculation results show that after the anti-slide piles are set, the stability coefficients of slope under both natural and rainfall conditions have greatly increased, which shows that the anti-slide piles have obvious effect in slope reinforcement projects.