According to experimental data, Plaxis soft is taken as researching stability of loess slope.
根据得到的实验数据，利用有限元软件进行边坡稳定性分析研究。
A practical excavation project is studied, and the calculated results are compared with measured results. It is shown that deformation calculation for pit excavation by PLAXIS is reliable.
最后对实际基坑工程进行分析，计算结果与实测值比较，表明PL AXIS计算的变形结果是可靠的。
A practical excavation project is studied, and the calculated results are compared with measured results. It is shown that deformation calculation for pit excavation by PLAXIS is reliable.
最后对实际基坑工程进行分析，计算结果与实测值比较，表明PL AXIS计算的变形结果是可靠的。
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