期刊文献+

高庙子膨润土与砂混合物的土-水特征曲线 被引量:16

Soil-water characteristic curves of Gaomiaozi bentonite-sand mixtures
下载PDF
导出
摘要 用滤纸法和压力板法对高庙子膨润土与福建砂的混合物进行试验研究,在不同孔隙比和不同膨润土与砂配合比情况下量测脱湿过程的土-水特征曲线,研究土-水特征曲线与孔隙比和配合比之间的关系。试验结果表明:在同一配合比下用饱和度与吸力表示土-水特征曲线时,其曲线随着孔隙比的减小向右上方移动,即当土样的吸力一定时,土样的饱和度随着孔隙比的减小而增大,当吸力小于10 MPa时,这种现象较为显著;在同一孔隙比下膨润土与砂混合物的土-水特征曲线随着膨润土的比例增加而向右上方移动,即混合物的进气值随着膨润土的比例增加而增大;另外,配合比以及孔隙比相同时,膨润土与福建砂的混合物的土-水特征曲线与日本产Kunigel膨润土与丰浦砂的混合物的土-水特征曲线非常接近。 The filter paper method and the pressure plate method are used for measuring the suction of Gaomiaozi bentonite-sand mixtures.The soil-water characteristic curves(SWCC) obtained during drying from the tests at different void ratios and different mixing ratios of Gaomiaozi bentonite to Fujian sand are compared.The effects of void ratio and the mixing ratio on SWCC are analyzed according to the test results.The results show that when the SWCC is expressed by the relation between suction and saturation degree,the SWCC moves up and right with the decreasing void ratio for a mixture with the same mixing ratio.That's to say,the saturation degree increases with the decreasing void ratio at a constant suction.Especially when the suction is less than 10 MPa,this phenomenon is evident;at constant void ratios,the SWCC moves up and right while increasing the mixing ratio.In other words,the value of air-entry suction increases with the increasing mixing ratio.In addition,when the mixing ratio and void ratio are the same,the SWCCs of Gaomiaozi bentonite-sand mixture and Kunigel bentonite-sand mixture are quite similar.
出处 《岩土力学》 EI CAS CSCD 北大核心 2012年第2期509-514,共6页 Rock and Soil Mechanics
基金 国家自然科学基金项目(No.10972130) 教育部博士点基金项目(No.20093108110017)
关键词 高庙子膨润土 土-水特征曲线 滤纸法 高放废物 Gaomiaozi bentonite soil-water characteristic curve(SWCC) filter paper method high-level radioactive waste(HLW) sand
  • 相关文献

参考文献6

二级参考文献62

  • 1徐国庆.缓冲/回填材料与添加剂的选择[J].铀矿地质,1996,12(4):238-244. 被引量:13
  • 2王驹,苏锐,陈伟明,郭永海,金远新,温志坚,刘月妙.中国高放废物深地质处置(英文)[J].岩石力学与工程学报,2006,25(4):649-658. 被引量:64
  • 3陈宝,钱丽鑫,叶为民,崔玉军,王驹.高庙子膨润土的土水特征曲线(英文)[J].岩石力学与工程学报,2006,25(4):788-793. 被引量:51
  • 4温志坚.中国高放废物处置库缓冲材料物理性能(英文)[J].岩石力学与工程学报,2006,25(4):794-800. 被引量:45
  • 5刘月妙 徐国庆 刘淑芬 等.内蒙古高庙子膨润土基本性能研究[M].北京:中国核工业音像出版社,2001.7.
  • 6RICHARDS S J, WEEKS L V. Capillary conductivity values from moisture yield and tension measurements in soil columns[J]. Soil Science Society of America Proceedings, 1953, 17(3): 206 - 209.
  • 7WEEKS L V, RICHARDS S J. Soil-water properties computed from transient flow data[J]. Soil Science Society of America Proceedings, 1967, 31(6): 721 - 725.
  • 8WELLELING J, WIT K E. An infiltration method for determination of the capillary conductivity of undisturbed soil cores[J]. IASH/AIHS-UNESCO, 1966(82): 223 - 234.
  • 9VACHAUD G. Analyse des profils hydriques et determination de K(θ)[J]. Bulletin du BRGM (deuxieme serie), Section Ⅲ, 1969(4): 101 - 105. (in France)
  • 10VAUCLIN M. Etude experimentale et numerique du drainage de nappes a surface libre. Influence de la zone non saturee[D] Universite Scientifique et Medicale de Grenoble, 1975: 196. (in French)

共引文献218

同被引文献165

引证文献16

二级引证文献64

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