In computing safety degree of the soil slope stability by nonlinear FEM strength reduction method, the influence of yield criterion on the calculation results is analyzed.
分析了在应用有限元强度折减法计算土质边坡稳定安全度时，屈服准则对计算结果的影响。
In this paper the practical theory and calculation formulas of skew slab reinforcement are developed based on Yield-Line theory. They Can be used as reference by designers.
本文在屈服线理论的基础上提出了斜板配筋的实用理论和计算公式，可供设计参考。
It is also important here that at the end a yield calculation and evaluation in the batch record appears.
但在结束时，收率计算和评估放在批记录中也是很重要的。
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