A constitutive model formulation for predicting far-field deformation in peaty soft ground and its application to field embankment test

[1]  Toshiyuki Mitachi,et al.  Coefficient of earth pressure at rest for normally and overconsolidated peat ground in Hokkaido area , 2012 .

[2]  Birger Schmidt,et al.  Earth Pressures at Rest Related to Stress History , 1966 .

[3]  Fumio Tatsuoka,et al.  SHEAR MODULI OF SANDS UNDER CYCLIC TORSIONAL SHEAR LOADING , 1978 .

[4]  G. G. Meyerhof.  Penetration Tests and Bearing Capacity of Cohesionless Soils , 1956 .

[5]  Paul W. Mayne,et al.  K o - OCR Relationships in Soil , 1982 .

[7]  Elmer W. Brooker,et al.  Earth Pressures at Rest Related to Stress History , 1965 .

[8]  A. Fourie,et al.  Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction , 1986 .

[9]  B. Hardin,et al.  VIBRATION MODULUS OF NORMALLY CONSOLIDATED CLAY , 1968 .

[10]  S. Nishimura.  Assessment of anisotropic elastic parameters of saturated clay measured in triaxial apparatus: Appraisal of techniques and derivation procedures , 2014 .

[11]  Hideki Ohta,et al.  A DETERMINATION PROCEDURE OF INPUT PARAMETERS IN ELASTO-VISCOPLASTIC FINITE ELEMENT ANALYSIS , 1987 .

[12]  F Tatsuoka,et al.  Importance of Measuring Local Strains in Cyclic Triaxial Tests on Granular Materials , 1994 .

[13]  R. Jardine.  Some Observations on the Kinematic Nature of Soil Stiffness , 1992 .

[14]  A. Schofield,et al.  Yielding of Clays in States Wetter than Critical , 1963 .

[15]  S. E. Stallebrass,et al.  The development and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clay , 1997 .