A new formulation of safe factor is deduced combined with Bishop method and the tension of reinforcement is calculated by characteristic strain method.
本文结合毕肖普法与特征应变法推导出了加筋边坡稳定安全系数计算公式,公式中加筋力的大小和方向由特征应变法求得。
参考来源 - 加筋土边坡稳定分析特征应变法研究·2,447,543篇论文数据，部分数据来源于NoteExpress
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