BEHAVIOR OF PROTOTYPE STEEP SLOPE EMBANKMENT HAVING SOIL-WALLS REINFORCED BY CONTINUOUS FIBERS
BEHAVIOR OF PROTOTYPE STEEP SLOPE EMBANKMENT HAVING SOIL-WALLS REINFORCED BY CONTINUOUS FIBERS
复制标题
连续纤维加固土墙原型陡坡路堤的性能
DOI：
10.2208/jscej.1991.427_223
复制
发表时间：
1991
期刊：
影响因子：
--
通讯作者：
H. Fujiki
中科院分区：
文献类型：
--
作者：
K. Kutara;H. Miki;K. Nakayama;H. Fujiki
通过大比例尺模型试验，研究了5m高连续纤维加筋土挡墙陡坡护坡在人工暴雨条件下的抗滑性能。考察了挡土墙的可蚀性和挡土墙的稳定性。试验结果表明，连续纤维加筋土挡墙具有很好的抗雨水冲刷能力，在挡墙厚度足够大的情况下，可以采用圆弧滑动法和常规的混凝土挡墙设计方法对加筋土挡墙的稳定性进行分析。
Large-scale model tests were carried out under artificial heavy rain conditions to study the behavior of 5m high steep slope embankments having soil-walls reinforced by continuous fibers. The erodability of the soil-walls and the stability of the embankments were examined. According to the test results, it was concluded that the soil-walls reinforced by continuous fibers are highly resistant to erosion due to rain and that the stability of embankments having soil-walls can be analyzed basing on circular slip method and conventional design method for concrete retaining walls if soil-walls are thick enough.