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粗粒土的渗透破坏坡降与颗粒级配的关系研究

Study on the Relation between the Permeation Damage Slope and the Grain Composition of Coarse-Grained Soil

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【作者】 朱崇辉王增红刘俊民

【Author】 ZHU Chong-hui,WANG Zeng-hong,LIU Jun-min(College of Hydraulic and Architectural Engineering,Northwest Sci-Tech University ofAgriculture and Forestry,Yangling 712100,Shaanxi,China)

【机构】 西北农林科技大学水利与建筑工程学院西北农林科技大学水利与建筑工程学院 陕西杨凌712100陕西杨凌712100

【摘要】 通过对粗粒土不同级配的渗透破坏坡降控制性试验研究,发现粗粒土的渗透破坏坡降与其级配在不同范围内存在一定的相关性联系。并通过试验得出,含一定量细粒组分且级配良好的粗粒土渗透破坏坡降比级配不良的粗粒土渗透破坏坡降普遍要高的结论。为粗粒土的渗透稳定性与级配关系研究方向奠定了一定的基础,并指出了该研究领域的方向,为粗粒土的渗透稳定性工程特性做了有益探索。

【Abstract】 Through studying on the control experiment of the coarse-grained soil permeation damage slope of different grain composition,the paper points out that there is relativity between the scope of permeation damage and its grain composition of course-grained soil.And it comes to a conclusion that the permeation damage slope of the coarse-grained soil of well graded with a definite proportion of fine granule is higher than that of poorly graded.The study will lay a good foundation for the research on the relation between the permeation stability and the grain composition of coarse-grained soil.At the same time,the paper points out the direction of the research field,and provides some beneficial exploration for the engineering characteristics of the permeation stability of coarse-grained soil.

【基金】 国家自然科学基金资助项目(40271023)
  • 【文献出处】 中国农村水利水电 ,China Rural Water and Hydropower , 编辑部邮箱 ,2006年03期
  • 【分类号】TU43
  • 【被引频次】66
  • 【下载频次】1023
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