Stress and deformation analysis of freeway deep cutting slope by finite element method
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Abstract
Based on calculations of nonlinear stress-deformation by the 3-directional finite element method, this paper numerically analyzed the stability of a mountainous freeway deep cutting slope. The safety factors obtained by this method and Sauna's method were compared with engineering practice. The results show that the finite element method is more effective for analyzing the stability of a slope than traditional methods.
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