Insight into Rotational Hardening Rules: A New Proposition

[1]  S. Leroueil,et al.  Yielding of Mexico City clay and other natural clays , 1992 .

[2]  Andrew J. Whittle,et al.  Formulation of a unified constitutive model for clays and sands , 1999 .

[3]  Nickolas J. Themelis,et al.  ANISOTROPIC ELASTOPLASTIC BOUNDING SURFACE MODEL FOR COHESIVE SOILS , 2002 .

[4]  Charles C. Ladd,et al.  Fabric of Consolidated Kaolinite , 1975 .

[5]  Yannis F. Dafalias,et al.  An anisotropic critical state soil plasticity model , 1986 .

[6]  Yannis F. Dafalias,et al.  Anatomy of rotational hardening in clay plasticity , 2013 .

[7]  Masanobu Oda,et al.  Inherent and induced anisotropy in plasticity theory of granular soils , 1993 .

[8]  Majid T. Manzari,et al.  SANICLAY: simple anisotropic clay plasticity model , 2006 .

[9]  R. H. G. Parry,et al.  Observations on laboratory prepared, lightly overconsolidated specimens of kaolin , 1974 .

[10]  Yoshio Tobita,et al.  FABRIC TENSORS IN CONSTITUTIVE EQUATIONS FOR GRANULAR MATERIALS , 1989 .

[11]  Nieto Leal,et al.  Generalized bounding surface model for cohesive soils: a novel formulation for monotonic and cyclic loading , 2016 .

[12]  Masanobu Oda,et al.  Yield Function for Soil with Anisotropic Fabric , 1989 .

[13]  Victor N. Kaliakin,et al.  Towards a Generalized Bounding Surface Model for Cohesive Soils , 2013 .

[14]  William M. Coombs,et al.  A unique Critical State two-surface hyperplasticity model for fine-grained particulate media , 2013 .

[15]  Yannis F. Dafalias,et al.  Bounding Surface Plasticity. III: Application to Anisotropic Cohesive Soils , 1986 .

[16]  Victor N. Kaliakin,et al.  An Associative and Non-Associative Anisotropic Bounding Surface Model for Clay , 2012 .

[17]  S. Wheeler,et al.  An anisotropic elastoplastic model for soft clays , 2003 .