FREDLUND MD.The role of unsaturated soil property functions in the practice of unsaturated soil mechanics[D].Canada:The University of Saskatchewan Civil Engineering,1999.
[2]
BEAR J.Dynamics of fluids in porous media[M].New York:Elsevier,1972:312-323.
[3]
IGWE G J I.Powder technology and multiphase systems:gas permeametry and surface area measurement[M].NewYork:EHorwood,1991:75-88.
[4]
SYDOR R C.Engineered mine tailings cover:verification of drainage behavior and investigations of design[D].Waterloo,Ontario:University of Waterloo Department of Civil Engineering,1992.
[5]
BRUCHP G.A laboratory study of evaporative fluxes in homogeneous and layered soils[D].Saskatoon,Saskatchewan:University of Saskatchewan Civil Engineering,1993.
[6]
RICARD J F.tude en laboratoire de la relation capillaire et de la conductivit啨hydraulique des r啨sidus miniers[D].Montr啨al:cole Polytechnique de Montr啨al Civil College,1994.
[7]
AUBERTIN M,MBONIMPA M,BUSSI RE M,et al.Development of a model to predict the water retention curve usingbasic geotechnical properties[R].Montreal:Civil College Report of the Ecole Polytechnique,Canada,2003.
[8]
MAQSOUD A,BUSSIERE B,MBONIMPA M,et al.Hysteresis effects on the water retention curve:A comparison betweenlaboratory results and predictive models[C].57th Canadian Geotechnical Conference.Quebec:Canadian GeotechnicalSociety,2004,session 3A:8-15.
[9]
FREDLUND D G,XING A.Equation for soil-water characteristic curve[J].Canadian Geotechnical Journal,1994,31(4):521-532.
[10]
LEONG E,RAHARDJO H.Review of soil-water characteristic curve equations[J].Journal of Geotechnical andGeoenvironmental Engineering,1997(12):1106-1117.
[11]
KOV CS G.Seepage hydraulics,developments in water science,10[M].New York:Elsevier,1981:125-148.
[12]
LOWELL S,SHIELDS J E.Powder surface area and porosity[M].3rd edition.Holand:Kluwer Academic Publishers Group,1991:86-95.
[13]
MARSHALL TJ,HOLMES J W,ROSE C W.Soil physics[M].3rd edition.England:Cambridge University Press,1996:245-271.
[14]
MBONIMPA M,AUBERTIN M,CHAPUIS R P,et al.Practical pedotransfer functions for estimating the saturated hydraulicconductivity[J].Geotechnical and Geological Engineering,2002,20(3):235-259.
[15]
王靖安.基于土性参数预测土水特征曲线初探[D].北京:北京交通大学土木建筑工程学院,2009.WANG Jing an.Preliminary study on the prediction of SWCC from basic soil properties[D].Beijing:Beijing JiaotongUniversity,School of Civil Engieering,2009.(in Chinese)
[16]
HONG Y,HARIANTO R,Eng-Choon L,et al.Factors affecting drying and wetting soil-water characteristic curves of sandysoils[J].Canadian Geotechnical Journal,2004,41(5):908-920.
[17]
O Kane M,WILSONG W,BARBOUR S L.Instrumentation and monitoring of an engineered soil cover system for mine wasterock.[J].Canadian Geotechnical Journal,1998,35(5):828-846.
[18]
VANAPALLI S K,SILLERS W S,FREDLUND MD.The meaning and relevance of residual state to unsaturated soils[C].51st Canadian Geotechnical Conference.Edmonton:Canadian Geotechnical Society,1998,1:101-108.
[19]
VANAPALLI S K,FREDLUND D G,PUFAHL D E,et al.A.W.Model for the prediction of shear strength with respect tosoil suction[J].Canadian Geotechnical Journal,1996,33(3):379-392.
[20]
ESCARIO V,Juca.Shear strength and deformation of partly saturated soils[C]∥Proceedings of the 12th InternationalConference on Soil Mechanics and Foundation Engineering.Rio de Janerio:Taylor&Francis,1989:16-43.
[21]
HUANG S Y,BARBOUR S L,FREDLUND D G.Development and verification of a coefficient permeability function for adeformable unsaturated soil[J].Canadian Geotechnical Journal,1998,35(3):411-425.