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土工合成材料处理桥头过渡段路基离心模型试验研究

Centrifugal Test Study on Bridge Approach Embankment Disposed with Geosynthetics

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【作者】 冯光乐凌天清许志鸿张连进

【Author】 FENG Guang?le1,LING Tian?qing2,XU Zhi?hong1,ZHANG Lian?jin2 (1Tongji University; Shanghai 200092,China; 2Chongqing Jiaotong Institute,Chongqing 400074,China)

【机构】 同济大学重庆交通学院重庆交通学院 上海 200092重庆 400074上海 200092重庆 400074

【摘要】 采用四种离心模型试验方案,对不同布置方式、不同压实度情况下的土工合成材料处理桥头过渡段路基的沉降变形进行了研究,得出土工合成材料处理的主要作用是使过渡段路基台阶型沉降转化为沉降坡差,而不是降低沉降至某一值,并且得出上部密长的半断面布置为最优布置的结论。

【Abstract】 Using four centrifugal tests,this paper studied the settlement of the embankment at the bridge approach where the geosynthetics were disposed differently and the embankment were in different compactnessThe conclusion is that the main function of geosynthetics is to transform the embankment’s settlement from sidestep to gradient,but not to reduce its settlement to some extent,and the geosynthetics should be long and disposed in small vertical space in the upper half of the profile,which will have better effect

  • 【文献出处】 公路交通科技 ,Journal of Highway and Transportation Research and Development , 编辑部邮箱 ,2003年05期
  • 【分类号】U444
  • 【被引频次】22
  • 【下载频次】179
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