地工织物

  • 网络Geotextile;geotextiles
地工织物地工织物
  1. 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 .

  2. 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 .