期刊文献+

黏性土土水特征曲线基本参数的确定 被引量:5

Determination of basic parameters of SWCC for clayer soils
下载PDF
导出
摘要 利用压力板法和饱和盐溶液蒸汽平衡法测试了广吸力范围内上海原状黏土的土水特性,由吸力与饱和度关系曲线确定土样的进气值约为580 kPa,残余吸力值约为13.8 MPa.提出一种利用吸力与含水率关系,并考虑脱湿过程中的变形后确定进气值和残余点的方法.将此方法应用于上海原状黏土,可确定其进气值约为600 kPa,残余吸力值约为13 MPa,与用吸力与饱和度关系曲线确定的值基本吻合.对黏土土样在非饱和化过程中体积变化较大或者体变难以量测的情况,可以利用该方法准确地确定进气值和残余点.该方法简单实用,避开了因试样体积量测不准确而影响其进气值和残余点的准确确定的问题. A pressure plate method and vapor equilibrium technique with saturated salt solutions are used to investigate the water retention behavior of Shanghai soft clay in a wide suction range. From the relation between suction and degree of saturation, the air entry value is about 580 kPa and residual suction value is about 13.8 MPa for Shanghai soft clay layer. A method for determining air entry value using the relation between suction and water content is proposed, which is practical for the specimens with large volumetric shrinkage or deformation due to drying. Based on the deformation characteristics of the soil, the air entry value is about 600 kPa and residual suction value is about 13 MPa determined by using the above method, which is consistent with actual values. The air enter value and residual point of the specimens are determined with large volumetric shrinkage or deformation difficult to measure due to drying, as proposed by the water content versus suction relationship. This method can be used to avoid the effect of the volume measurement on the determinationof the air entry value and residual point.
作者 孙德安 张舟 高游 陈波 SUN Dean;ZHANG Zhou;GAO You;CHEN Bo(Department of Civil Engineering,Shanghai University,Shanghai 200444,China;College of Civil Engineering and Architecture,Quzhou University,Quzhou 324000,Zhejiang,China)
出处 《上海大学学报(自然科学版)》 CAS CSCD 北大核心 2019年第6期957-964,共8页 Journal of Shanghai University:Natural Science Edition
基金 国家自然科学基金资助项目(11672172)
关键词 上海软土 非饱和土 土水特性曲线 进气值 广吸力 Shanghai soft clay unsaturated soil soil-water characteristic curve(SWCC) air entry value wide suction range
  • 相关文献

参考文献2

二级参考文献23

  • 1谢华昌,吴海平,凌建明.湿度和吸力对处治土路基回弹模量的影响[J].中国公路学报,2001,14(z1):19-21. 被引量:20
  • 2叶为民,唐益群,崔玉军.室内吸力量测与上海软土土水特征[J].岩土工程学报,2005,27(3):347-349. 被引量:37
  • 3叶为民,白云,金麒,陈宝,崔玉军.上海软土土水特征的室内试验研究[J].岩土工程学报,2006,28(2):260-263. 被引量:41
  • 4LEE Barbour.The soil water characteristic curve:a historic perspective[C]// Nineteenth Canadian Geotechnical Colloquium.1998.
  • 5FREDLUND D G,XING An-qing.Equations for the soil-water characteristic curve [J].Can Geotech.1994,(31):521 - 532.
  • 6LEONG E C,HE L,RAHARDJO H.Factors affecting the filter paper method for total and matric suction measurements[J].Geotechnical Testing,2002,25(3):322-333.
  • 7TINJUM James M,BENSON Craig H,BLOTZ Lisa R.Soil-water characteristic curve for compacted clays[J].Journey of Geotechnical and Geo-environmental Engineering,1997,123(11):1060- 1069.
  • 8FREDLUND Vanapalli D G,PUFAHL D E.The influence of soil structure and stress history on the soil-water characteristics of a compacted till[J].Geotechnique,1999,49(2):143- 159.
  • 9VANAPALLI S K,FREDLUND D G,et al.Model for the prediction of shear strength with respect to soil suction[J].Can Geotech J,1996,33(3):379 - 392.
  • 10LAGERWERFF J V,OGATA G,EAGLE H E.Control of osmotic pressure of culture solutions with polyethylene glycol[J].Science,1961,133:1486 - 1487.

共引文献43

同被引文献36

引证文献5

二级引证文献25

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