Han J,Ye S L.ATheoretical Solutionfor Consolidation Rates of StoneColumn-Reinforced Foundations Accounting for Smear and WellResistance Effects[J].The International Journal of Geomechanics,2002,2(2):135-151;
Wang XS,Jiao J J.Analysis of Soil Consolidation by Vertical Drainswith Double Porosity Model[J].International Journal for Numericaland Analytical Methodin Geomechanics,2004,28:1385-1400;
[4]
Zhang Y G,Xie K H,Wang Z.Consolidation Analysis of CompositeGround Improved by Granular Columns Considering Variation ofPermeability Coefficient of Soil[J].Ground Modification and SeismicMitigation,ASCE,Geotechnical Special Publication,2006,152:135-142;
[5]
Indraratna B,Redana I W.Laboratory Determination of Smear ZoneDue to Vertical Drain Installation[J].Journal of Geotechnical andGeoenvironmental Engineering,1998,124(2):180-184;
[6]
Onoue A,Ting N H,Germaine J T,et al.Permeability of DisturbedZone Around Vertical Drains[J].Proc.,Geotechnical EngineeringCongress,Boulder,1991(2):879-890;
[7]
Rohan Walker,Buddhima Indraratna.Vertical Drain Consolidationwith Parabolic Distribution of Permeabilityin Smear Zone[J].Journalof Geotechnical and Geoenvironmental Engineering,2006,132(7):937-941;
[8]
Carrillo N.Simple Two and Three-Dimensional Cases inthe Theory ofConsolidation of Soils[J].Journal of Mathematical Physics,1942,21(1):1-5.
