The features of rock finite strain in the superimposed fold area under buckling are comprehensive results of multiphase deformation.
纵弯叠加褶皱地区岩石有限应变特征是所受历次变形的综合结果。
Because the finite element method consider the relation of stress-strain of rock soil, so, it is more accurate and rational than other methods that it calculates side slope stability coefficient.
由于有限元计算方法考虑了岩土的应力——应变关系，因此，其求解的边坡稳定系数比其它方法更为精确合理。
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