5[1]Barron,R.A.Consolidation of fine-grained soils by drain wells [J].Trans.ASCE,1948,113: 718-742. 被引量：1
6[2]Carrillo,N.Simple two and three dimensional cases in the theory of consolidation of soils [J],Journal of Mathematical Physics,1942,21: 1-5. 被引量：1
7[3]Hansbo,S.(1987).Design aspects of vertical drains and lime column installations[J].Proc.9th Southeast Asian Geotech.-Conf.[C].Bangkok: Southeast Asian Geotechnical Society,Vol.2(8):1-12. 被引量：1
8[4]Chai,J.C.,Miura,N.,Sakajo,S.,and Bergado,D.T.Behaviour of vertical drain improved subsoil under embankment loading [J].Soils and Foundations,1995,35(4): 49-61. 被引量：1
9[5]Sekiguchi,H.,Shibata,T.,Fujimoto,A.,and Yamaguchi,H.A macro-element approach to analyzing the plain strain behavior of soft foundation with vertical drains [A].Proc.31st Symp.JGS [C],[s.l],[S.n.]1986. 被引量：1
