中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2004, Vol. 23 ›› Issue (6): 78-82.

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An investigation of model test of deformation on high fills embankment soaked in water

FAN Liang   

  1. School of Civil Engineering & Architecture, Chongqing Jiaotong University,Chongqing 400074,China
  • Received:2003-12-19 Revised:2004-03-02 Online:2004-12-15 Published:2015-05-18

浸水高填方路堤变形性状模型实验研究

范亮   

  1. 重庆交通学院土木建筑学院,重庆400074
  • 作者简介:范亮(1979—),男,四川广安人,硕士生,从事路基路面方面研究。

Abstract: The investigation results of model test of deformation on high fills embankment soaked in water are presented in this paper. Several factors, such as water level, height of embankment, reinforcement, property of filling, have an important effect on cross-range displacement and vertical displacement of high fills embankment. The following are some results of the test . In high water level the cross-range displacement and vertical displacement of the embankment are more remarkable than that in low

Key words: high fills embankment, soaked in water, displacement, deformation, model test

摘要: 通过室内模型实验对高填方路堤在浸水情况下的变形特性进行研究,探讨了水位高低、路堤高度、加筋、 填料性质等因素对浸水高填方路堤侧向变形和竖向变形的影响。实验结果表明:高水位时路堤的侧向位移和竖向位 移比低水位时显著;浸水高填方路堤的最大侧向位移一般发生在填土层高度的25%~35%处;加筋能有效地减小 浸水高填方路堤的侧向位移和竖向位移,起到防止路堤填土层底部开裂和提高路堤稳定性的目的。

关键词: 高填方路堤, 浸水, 位移, 变形, 模型实验

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