Derivation of soil water retention curve incorporating electrochemical effects

被引:4
作者
Pouragha, Mehdi [1 ]
Eghbalian, Mahdad [2 ]
Wan, Richard [2 ]
Wong, Tai [2 ,3 ]
机构
[1] Carleton Univ, Civil & Environm Engn Dept, 1125 Colonel By Dr, Ottawa, ON K1S 5B6, Canada
[2] Univ Calgary, Civil Engn Dept, 2500 Univ Dr NW, Calgary, AB T2N 1N4, Canada
[3] Parsons, Calgary, AB, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Adsorbed layer; Particle size distribution; Soil-water characteristics; Water retention; PARTICLE-SIZE DISTRIBUTION; PHYSICOEMPIRICAL MODEL; FRACTAL MODEL; POROUS-MEDIA; GRAIN-SIZE; DENSITY; MICROSTRUCTURE; MICROPOROSITY; CONDUCTIVITY; SATURATION;
D O I
10.1007/s11440-020-01070-z
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Water retention of clayey soils with wide particle size distributions involves a combination of capillary and adsorbed layers effects that result into suction-saturation relations spanning over multiple decades of matric suction values. The present study provides a physics-based analysis to reproduce the water retention curve of such soils based solely on particle size distribution and porosity. The distribution of inter-particle pore sizes is inferred through a probabilistic treatment of the particle size distribution, which is then used, together with an assigned pore entry pressure, to estimate the inter-particle water volume at a given suction. The contribution to water content from adsorbed layers is also taken into account by considering the balance of electrochemical forces between water and clay material. The total water content is therefore found by summing up the contribution of inter-particle water, as well as adsorbed layers that form around clay particles and around the individual clay platelets. Comparisons with experimental results on nine different soil samples verify the capability of the model in accurately predicting the wide water retention curves without any prior calibration. Additional to capturing the essential features of the water retention curve with remarkable detail, the analytical model also provides insights into the relative contributions of capillary and adsorbed waters to the overall saturation at different suction regimes. Being based upon easily accessible information such as particle size distribution and void ratio, the model can therefore be considered as a substitute for costly and lengthy laboratory and in situ measurements of water retention curve.
引用
收藏
页码:1147 / 1160
页数:14
相关论文
共 53 条
[1]  
[Anonymous], 2016, ASTMD683616
[2]   A simplified approach to estimate water retention for Sicilian soils by the Arya-Paris model [J].
Antinoro, C. ;
Bagarello, V. ;
Ferro, V. ;
Giordano, G. ;
Iovino, M. .
GEODERMA, 2014, 213 :226-234
[3]   A PHYSICOEMPIRICAL MODEL TO PREDICT THE SOIL-MOISTURE CHARACTERISTIC FROM PARTICLE-SIZE DISTRIBUTION AND BULK-DENSITY DATA [J].
ARYA, LM ;
PARIS, JF .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1981, 45 (06) :1023-1030
[4]   Experimental corrections of simplified methods for predicting water retention curves in clay-loamy soils from particle-size determination [J].
Basile, A ;
DUrso, G .
SOIL TECHNOLOGY, 1997, 10 (03) :261-272
[5]  
Brooks R. H., 1964, 3 COL STAT U, DOI DOI 10.1016/S0167-1987(02)00154-X
[6]   Discussing the definition of the second-order work for unsaturated soils [J].
Buscarnera, Giuseppe ;
di Prisco, Claudio .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2012, 36 (01) :36-49
[7]   SIMPLE METHOD FOR DETERMINING UNSATURATED CONDUCTIVITY FROM MOISTURE RETENTION DATA [J].
CAMPBELL, GS .
SOIL SCIENCE, 1974, 117 (06) :311-314
[8]   Consequences on water retention properties of double-porosity features in a compacted silt [J].
Casini, Francesca ;
Vaunat, Jean ;
Romero, Enrique ;
Desideri, Augusto .
ACTA GEOTECHNICA, 2012, 7 (02) :139-150
[9]   Use of a fractal model for determining soil water retention curves [J].
Comegna, V ;
Damiani, P ;
Sommella, A .
GEODERMA, 1998, 85 (04) :307-323
[10]   A microstructure approach to the sensitivity and compressibility of some Eastern Canada sensitive clays [J].
Delage, P. .
GEOTECHNIQUE, 2010, 60 (05) :353-368