柔性桥台合理加筋间距的力学模型试验

MECHANICAL MODEL TEST FOR DETERMINATION OF INTERVALS OF FLEXIBLE ABUTMENT

  • 摘要: 桥头跳车是公路工程中普遍且复杂的问题,加筋土结构的柔性桥台的应用,可能在根本上避免错台的出现和桥头跳车的产生. 然而,其加筋间距的确定具有较大的盲目性. 对土工织物加筋柔性桥台进行了4组大模型结构力学试验,对不同加筋间距下柔性桥台的工程特性进行了详尽的对比分析. 试验结果表明,土工织物加筋柔性桥台的合理间距为30~50cm.

     

    Abstract: Vehicle bump at the bridge-head is a common disease fromdifferential settlement between bridge structure and approach fill in a superhighway.In engineering, there is no ideal remedy for it, because the commonbridge abutment fill cannot be compacted effectively. In recent years, a new type abutment -- flexible abutment was applied in engineering,which may prevent differential settlement radically. But its reinforced interval valuewas determined blindly. In this article,4 groups of model tests were carried out for comparative analysis. The tests indicated that the bestreinforced interval value was between 30cm and 50cm.

     

/

返回文章
返回