摘要
利用ANSYS提供的非线性弹塑性模型,采用建立在强度缩小有限元分析基础上的边坡稳定分析理论进行坝坡的稳定分析计算,并给出了滑裂面及安全系数。计算结果显示,用ANSYS分析坝坡稳定具有一定的实用性和可靠性。
Using the nonlinear plasticity Druker- Prager model offered by ANSYS, the safety factor of slope through c and φ reduction algorithm by finite elements was analyzed and calculated, and the slope safety factor was given. Through a series of cases studies, the safety factor of FEM is fairly close to the result of traditional method. The results show that using ANSYS to analyze the stability of slope is practical and reliable.
出处
《贵州工业大学学报（自然科学版）》
CAS
2006年第6期78-81,共4页
Journal of Guizhou University of Technology(Natural Science Edition)
