3Leroueil S,Vaughan PR.The General and Congruent Effects of Structure in Natural Soil and Weak Rock[J].Geotechnique,1990,40(3):467～488.
4Hong Z,Onitsuka K.A method of correcting yield stressand compression index of Ariake clays for sample disturbance[J].Soils and Foundations,1998,38(2):211-222.
5Butterfield R.A natural compression law for soils[J].Gèotechnique,1979,29(4):469-480.
6Onitsuka K,Hong Z,Hara Y,et al.Interpretation of oedometer test data for natural clays[J].Soils andFoundations,1995,35(3):61-70.
7Barron R A.Consolidation of fine grained soils by drain wells[J].TASCE,1948,113:718-742.
8Yoshikuni H,Nakanodo H.Consolidation of soils by vertical drain wells with finite permeability[J].Soils and Foundations,JSSMFE,1974,14(2):35-46.
9Hansbo S.Consolidation of fine grained soil by prefabricated drain[A].Proc of 10th ICSMFE 1981.3:677-682.
10Biot M A.General theory of three-dimensional consolidation[J].J.Apply Physics,1941.12:155-164.
