CAJ | 학술논문

为了研究陕南地区边坡的稳定性，选取某处典型边坡进行研究。通过运用FLAC 3D数值模拟软件和极限平衡方法，结合工程实际，根据极限平衡法分析典型边坡的稳定性系数，并且建立模型，进行滑坡的数值模拟，得到水平方向的位移云图和水平方向的应力云图。结果表明，该边坡的三级坡存在着滑动趋势，一二级坡体稳定，应该对该地区同类坡体采取加固措施。
위료연구협남지구변파적은정성，선취모처전형변파진행연구。통과운용FLAC 3D수치모의연건화겁한평형방법，결합공정실제，근거겁한평형법분석전형변파적은정성계수，병차건립모형，진행활파적수치모의，득도수평방향적위이운도화수평방향적응력운도。결과표명，해변파적삼급파존재착활동추세，일이급파체은정，응해대해지구동류파체채취가고조시。
In order to study the slope stability of Southern Shan Xi province, the paper selects a typical area, using FLAC 3D numerical simulation software and equilibrium limit method, analysis of slope stability coefficient based on equilibrium limit method and combines the engineering practice and establishes the model to conduct the landslide numerical simulation, finally we can get displacement nephogram and horizontal stress nepho-gram in the horizontal direction. The result shows that there is a sliding trend on the third slope which should take some reinforce-ment measures in the particular area, while the first and second are stable.