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- FEM strength reduction method 有限元强度折减法
- Stability method that based on the FE (Finite Element) stress analysis of slip surface and the shear strength reduction method are two principal methods of FEM slope stability analysis. 摘要基于滑面上应力分析法和强度折减法是边坡稳定有限元分析方法中两类主要的方法。
- strength reduction method with FEM 有限元强度折减法
- shear strength reduction method with FEM 有限元强度折减法
- The stability of the jointed rock slopes is analyzed by means of the universal distinct element code(UDEC) in which the strength reduction method is included. 摘要将通用离散元UDEC与强度折减法结合，对含多结构面的岩质边坡的稳定性进行了分析。
- Stability analysis of a reservoir slope with the method of FEM strength reduction 用有限元强度折减法对某岸坡进行稳定性分析
- Strength reduction method with FEM for analyzing the expansive soil cutting slope collapse and slide 有限元强度折减法在膨胀土堑坡滑坍分析中的应用
- Appliance of Strength Reduction Method with FEM to Analyzing Landslide of Dilative Soil Road Cut 有限元强度折减法在膨胀土路堑滑坡分析中的应用
- finite element strength reduction method 有限元强度折减法
- finite differential strength reduction method 有限差分法
- the finite element strength reduction method 有限元强度折减
- strength reduction method of interface parameters 接触面强度参数折减系数法
- Strength Reduction Method of rock-soil body 岩土体强度折减法
- FEM strength reduction theory 有限元强度折减理论
- shear strength reduction methods 强度折减法
- APPLICATION OF STRENGTH REDUCTION METHOD ON THE STABILITY STUDY OF ROCK TUNNEL 强度折减法在岩石隧道稳定性研究中的应用
- The strength reduction FEM, taking the run-through of plastic zone as unstability criterion, can obtain actual stress distribution and simulate the process of slope failure. 以塑性区贯通为失稳判据的强度折减有限元法,可以很好的求解真实的应力分布和模拟软土边坡破坏过程,是一种值得提倡的方法。
- Finite element whole course simulation and sequential strength reduction method for safety appraisal of concrete dams 混凝土坝安全评估的有限元全程仿真与强度递减法
- The bisection method applied in strength reduction method of bearing capacity of foundation 二分法在确定地基承载力的强度折减法中的应用
- The Duncan E - B model and the generalized Mises model as the ideal elastic - plasticity model are adopted, and the applicability that the soil constitutive relation for slope stability estimation by FEM with shear strength reduction will be discussed. 讨论了土体采用邓肯E-B模型和理想弹塑性的广义米塞斯模型时;强度折减有限元法分析土坡稳定的适应性.
