章为民,王年香,顾行文,王芳. 膨胀土的膨胀模型[J]. 水利水运工程学报, 2010, (1).
引用本文: 章为民,王年香,顾行文,王芳. 膨胀土的膨胀模型[J]. 水利水运工程学报, 2010, (1).
ZHANG Wei-min,WANG Nian-xiang,GU Xing-wen,WANG Fang. An expansive model for expansive soil[J]. Hydro-Science and Engineering, 2010, (1).
Citation: ZHANG Wei-min,WANG Nian-xiang,GU Xing-wen,WANG Fang. An expansive model for expansive soil[J]. Hydro-Science and Engineering, 2010, (1).

膨胀土的膨胀模型

An expansive model for expansive soil

  • 摘要: 膨胀土的研究主要针对膨胀变形与膨胀力而言,在膨胀变形方面,一般将膨胀变形与初始干密度、膨胀变形与初始含水量、膨胀变形与上覆荷载分开单独研究,没有从整体上研究它们的相互关系;在膨胀力方面,由于膨胀变形与膨胀力是从两类不同试验得到的,缺乏对膨胀变形与膨胀力之间相互关系的研究.在大量试验基础上,提出了膨胀土的膨胀模型,该模型不但能反映初始干密度、初始含水量、上覆荷载对膨胀变形的综合影响,还可以从膨胀变形试验直接得到膨胀力.模型揭示了膨胀变形与膨胀力的内在关系.模型理论结果与已有的国内不同单位对不同地区膨胀土试验的结果有很好的一致性.

     

    Abstract: Based on the tests,an expansive model is proposed for the expansive soil.The model can describe the soil's swelling properties under different densities,different water contents and different vertical load levels.The expansive force can be given by the model directly.The model parameters need the swelling deformation tests only.The model results have a good compatibility to the existing results obtained by different institutions on different expansive soils.

     

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