地工织物
- 网络Geotextile;geotextiles
地工织物-
对路堤安全系数的研究分析表明：传统的极限平衡法验算路堤稳定性偏于保守，采用有限元方法能较好地反映土工织物的加筋作用，可以优化工程设计。
Safety factor analysis shows that the limited equilibrium method is conservative to analyze stability of embankment . Designs can be optimized by analyzing the geotextiles reinforced embankment with FEM .
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该模型可较好地描述非织造土工织物的蠕变性能。
The creep property of nonwoven geotextiles is described well with the model .