On yield stresses and the influence of curing stresses on stress paths and strength measured in triaxial testing of stabilized soils

Studies on the behaviour of stabilized soils under different loading conditions are essential to identify which parameters are relevant in the design of deep mixing. An investigation has been perfo...

[1]  Dave Chan,et al.  CONSTITUTIVE MODEL FOR CEMENT TREATED CLAY IN A CRITICAL STATE FRAME WORK , 2004 .

[3]  A. Balasubramaniam,et al.  Strength degradation and critical state seeking behaviour of lime treated soft clay , 2005 .

[4]  Toralv Berre,et al.  Triaxial testing methods for soils , 1988 .

[5]  Pedro Domingos Marques Prietto,et al.  Isotropic yielding in an artificially cemented soil cured under stress , 2003 .

[6]  S. Leroueil,et al.  Combined effect of fabric, bonding and partial saturation on yielding of soils , 2000 .

[7]  Pedro Domingos Marques Prietto,et al.  Influence of curing under stress on the triaxial response of cemented soils , 2000 .

[8]  F. Tatsuoka,et al.  Undrained Deformation and Liquefaction of Sand under Cyclic Stresses , 1975 .

[9]  Suksun Horpibulsuk,et al.  Undrained Shear Behavior of Cement Admixed Clay at High Water Content , 2004 .

[10]  T. C. Johnson,et al.  Use of Back Pressure to Increase Degree of Saturation of Triaxial Test Specimens , 1960 .

[11]  A. Landva,et al.  Peat fabric and structure. , 1980 .

[12]  H. Åhnberg,et al.  Stabilising effects of different binders in some Swedish soils , 2003 .

[13]  Jian-Hua Yin,et al.  Bearing capacity and settlement of weak fly ash ground improved using lime fly ash or stone columns , 2002 .

[14]  H. Åhnberg.  Effects of back pressure and strain rate used in triaxial testing of stabilized organic soils and clays , 2004 .

[15]  S. Leroueil,et al.  Mechanical improvement and vertical yield stress prediction of clayey soils from eastern Canada treated with lime or cement , 2001 .

[16]  R. Larsson,et al.  BASIC BEHAVIOR OF SCANDINAVIAN SOFT CLAYS , 1977 .

[17]  Kiyonobu Kasama,et al.  ON THE STRESS-STRAIN BEHAVIOUR OF LIGHTLY CEMENTED CLAY BASED ON AN EXTENDED CRITICAL STATE CONCEPT , 2000 .

[18]  F. Tatsuoka,et al.  Triaxial strength characteristics of cement-treated soft clay , 1983 .

[19]  Fanyu Zhu,et al.  Factors affecting at-rest lateral stress in artificially cemented sands , 1995 .

[20]  B B Broms.  Lime and lime/cement columns , 2004 .

[21]  M. Kamal Uddin,et al.  LIME TREATED CLAY : SALIENT ENGINEERING PROPERTIES AND A CONCEPTUAL MODEL , 2002 .

[22]  H. Åhnberg.  Consolidation stress effects on the strength of stabilised Swedish soils , 2006 .

[23]  H. Åhnberg,et al.  Effect of initial loading on the strength of stabilised peat , 2001 .