Nineteenth Canadian Geotechnical Colloquium: The soil-water characteristic curve: a historical perspective

被引:137
作者
Barbour, SL [1 ]
机构
[1] Univ Saskatchewan, Dept Civil Engn, Saskatoon, SK S7N 5A9, Canada
关键词
unsaturated soils; soil-water characteristic curve; suction; shear strength; permeability; contaminant transport;
D O I
10.1139/t98-040
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The constitutive relationship between water content or degree of saturation and suction is called the soil-water characteristic curve. The soil-water characteristic curve provides a conceptual framework in which the behavior of unsaturated soils can be understood. A historical review illustrates how the work of early researchers in soil science and geotechnical engineering laid the foundation for our current understanding of this relationship. Key elements of these early studies were a conceptual understanding of the soil-water characteristic curve as a relationship between the mass or volume of water stored within the soil and the energy in the water phase. It was on the basis of this conceptual model that current methods of measuring the soil-water characteristic curve were developed. Interpretative models for the distribution and geometry of the water phase in an unsaturated soil based on the capillary model have provided a useful conceptual model for understanding the effects of soil texture, gradation, void ratio, and compaction on the soil-water characteristic curve. The capillary model has also provided the foundation for recently developed techniques to predict the functional relationship between degree of saturation and shear strength, coefficient of permeability, coefficient of diffusion, and adsorption for unsaturated soils.
引用
收藏
页码:873 / 894
页数:22
相关论文
共 90 条
[51]   The theory of ground-water motion [J].
Hubbert, MK .
JOURNAL OF GEOLOGY, 1940, 48 (08) :785-944
[52]  
Jennings J.E. B., 1961, PORE PRESSURE SUCTIO, P26
[53]  
JENNINGS JE, 1962, GEOTECHNIQUE, V2, P13
[54]   Finite element model for the coupled flow of heat and moisture in soils under atmospheric forcing [J].
Joshi, Bhaskar ;
Barbour, S.L. ;
Krause, A.E. ;
Wilson, G.W. .
Finite elements in analysis and design, 1993, 15 (01) :57-68
[55]  
KEMPER W. D., 1964, SOIL SCI SOC AMER PROC, V28, P164
[56]   DIFFUSION OF SALTS IN CLAY-WATER SYSTEMS [J].
KEMPER, WD ;
VANSCHAI.JC .
SOIL SCIENCE SOCIETY OF AMERICA PROCEEDINGS, 1966, 30 (05) :534-&
[57]  
KLUTE A., 1958, SOIL SCI SOC AMER PROC, V22, P213
[58]  
Kozeny J., 1927, Proc. Natl. Acad. Sci. USA, V136, P271
[59]   TRANSIENT SEEPAGE MODEL FOR SATURATED - UNSATURATED SOIL SYSTEMS - A GEOTECHNICAL ENGINEERING APPROACH [J].
LAM, L ;
FREDLUND, DG ;
BARBOUR, SL .
CANADIAN GEOTECHNICAL JOURNAL, 1987, 24 (04) :565-580
[60]  
LAMBE T. W., 1954, Amer. Soc. test. Mat. spec. tech. Publ., V163, P56