Accounting for evolving pore size distribution in water retention models for compacted clays

被引:94
作者
Della Vecchia, Gabriele [1 ]
Dieudonne, Anne-Catherine [2 ,3 ]
Jommi, Cristina [4 ]
Charlier, Robert [2 ]
机构
[1] Politecn Milan, I-20133 Milan, Italy
[2] Univ Liege, Liege, Belgium
[3] Fonds Rech Sci FNRS, FRIA, Brussels, Belgium
[4] Delft Univ Technol, Delft, Netherlands
关键词
compacted clays; water retention model; microstructure; mercury intrusion porosimetry; pore size distribution; HYDRO-MECHANICAL BEHAVIOR; HYDROMECHANICAL BEHAVIOR; CHARACTERISTIC CURVE; SOIL; MICROSTRUCTURE; BENTONITE; EVOLUTION; PERMEABILITY; INSIGHT; TILL;
D O I
10.1002/nag.2326
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Water retention in compacted clays is dominated by multi-modal pore size distribution which evolves during hydro-mechanical paths depending on water content and stress history. A description of the evolutionary fabric has been recently introduced in models for water retention, but mostly on a heuristic base. Here, a possible systematic approach to account for evolving pore size distribution is presented, and its implications in models for water retention are discussed. The approach relies on quantitative information derived from mercury intrusion porosimetry data. The information is exploited to introduce physically based evolution laws for the parameters of water retention models. These laws allow tracking simultaneously the evolution of the aggregated fabric and the consequent hydraulic state of compacted clays. The influence of clay microstructure, mechanical constraints and water content changes on the water retention properties is highlighted and quantified from experimental data on different compacted soils with different activity of the clayey fraction. The framework is discussed with reference to a widespread water retention model and validated against experimental data on a Sicilian scaly clay compacted to different dry densities and subjected to a number of hydro-mechanical paths. Copyright (c) 2014 John Wiley & Sons, Ltd.
引用
收藏
页码:702 / 723
页数:22
相关论文
共 59 条
[1]  
Airo C. Farulla, 2011, UNSATURATED SOILS, P417
[2]   The fabric of a clay soil under controlled mechanical and hydraulic stress states [J].
AlMukhtar, M ;
Belanteur, N ;
Tessier, D ;
Vanapalli, SK .
APPLIED CLAY SCIENCE, 1996, 11 (2-4) :99-115
[3]   Modelling the mechanical behaviour of expansive clays [J].
Alonso, EE ;
Vaunat, J ;
Gens, A .
ENGINEERING GEOLOGY, 1999, 54 (1-2) :173-183
[4]   Prediction of soil water retention properties using pore-size distribution and porosity [J].
Beckett, Christopher T. S. ;
Augarde, Charles E. .
CANADIAN GEOTECHNICAL JOURNAL, 2013, 50 (04) :435-450
[5]  
Brookss RH, 1964, HYDROLOGICAL PAPERS, P3
[6]  
Buenfil C, 2005, SPRINGER PROC PHYS, V93, P331
[7]   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
[8]   Determining the unsaturated hydraulic conductivity of a compacted sand-bentonite mixture under constant-volume and free-swell conditions [J].
Cui, Y. J. ;
Tang, A. M. ;
Loiseau, C. ;
Delage, P. .
PHYSICS AND CHEMISTRY OF THE EARTH, 2008, 33 (SUPPL. 1) :S462-S471
[9]  
Cui Y.J., 2002, UNSATURATED SOILS, V2002, P593
[10]   Fabric evolution during hydromechanical loading of a compacted silt [J].
Cuisinier, O ;
Laloui, L .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2004, 28 (06) :483-499