期刊文献+

水平和竖向渗流情况下砾石土渗透性的对比分析 被引量:3

Comparative Analysis of Horizontal and Vertical Permeability of Clayey Gravelly Soil
下载PDF
导出
摘要 目前对土料的渗透性和抗渗性能的试验研究多采用竖向渗透仪,土料水平方向的渗透试验开展得很少.然而,土料的水平方向的渗透性一般大于竖向,因此,土体中渗流的优势方向往往是水平方向.基于不同条件下的渗透试验结果,研究水平和竖向渗流情况下砾石土料渗透性的异同,分析探讨不同试验结果的差异及其影响因素.分析结果表明,不同的砾石含量、不同反滤料密度和级配情况下,水平渗透试验测得的试样的渗透性都大于竖向渗透试验的测值.两者的差异随砾石土的砾石含量、反滤料密度和颗粒尺寸的增大而增大. Currently, vertical permeameter is widely used for investigation on the permeability and seepage re- sistance of soils, and horizontal permeability tests are rarely conducted. However, the horizontal permeability of soils is usually larger than the vertical permeability, so the dominant seepage direction in soils is commonly horizontal direction. Based on seepage tests under different conditions, the difference between the horizontal and vertical permeability of clayey gravelly soil are studied. The differences among different tests and their impact factors are analyzed and discussed. The results show that the permeability of the samples measured by horizontal permeability tests is larger than that obtained by vertical permeability tests whatever the difference of the gravel content of the clayey gravelly soil, the dry density and grading of the filter. The difference be- tween the horizontal and vertical permeabilities increases with the increases in the gravel content of the clayey gravelly soil, the dry density and grain size of the filter.
出处 《三峡大学学报(自然科学版)》 CAS 2014年第5期1-5,共5页 Journal of China Three Gorges University:Natural Sciences
基金 教育部博士点基金(博导类)(20100181110076)
关键词 土力学 渗流 渗透试验 砾石土 反滤料 soil mechanics seepage permeability test clayey gravelly soil filter
  • 相关文献

参考文献20

二级参考文献36

  • 1朱建华,游凡,杨凯虹.宽级配砾石土坝料的防渗性及反滤[J].岩土工程学报,1993,15(6):18-27. 被引量:31
  • 2刘杰,缪良娟.鲁布革土石坝风化料心墙反滤层的试验[J].水利水电技术,1989,20(12):16-22. 被引量:13
  • 3刘杰,张雄.多级配砾石土反滤设计方法试验研究[J].岩土工程学报,1996,18(6):1-9. 被引量:30
  • 4郭诚兼 陈慧远.土石坝[M].北京:水利电力出版社,1992..
  • 5刘杰 张雄.砾石土宽级配土料反馈层设计研究[J].土石坝工程,1996,(4).
  • 6蒋国澄.土石坝工程在我国进展情况[J].土石坝工程,1996,(4).
  • 7朱建华.瀑布沟水碛土掺合料做防渗体研究[J].土石坝工程,1996,(1).
  • 8Sherard J L. Sinkholes in dams of coarse, broadly graded soils [ C ]//Transactions, Thirteenth International Congress on Large Dams. 1979,2:25-34.
  • 9Kenney T, Lau D. Internal stability of granular filters [ J ]. Canadian Geotechnieal Journal, 1985,22 (2) :215-225.
  • 10Lafleur J, Mlynarek J, Rollin A L. Filtration of broadly gra ded cohesionless soils [ J ]. Journal of Geotechnical Engi neering, 1989,115 (12) : 1747-1767.

共引文献137

同被引文献34

引证文献3

二级引证文献7

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部