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本文用弹性理论预测陡坡极限平衡所需加筋力和潜在滑动面的位置,并和土工织物加筋堤模型试验的结果相比较。提交的公式和图表可应用于工程设计。
In this paper, the elasticity theory is used to predict the reinforcement required for the limit equilibrium of steep slopes and the position of the potential sliding surface, and compared with the results of the geotextile reinforced embankment model test. The submitted formulas and charts can be applied to engineering design.