Pages that link to "Item:Q2711877"
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The following pages link to A new approach to anisotropic, bounding surface plasticity: General formulation and simulations of natural and reconstituted clay behaviour (Q2711877):
Displaying 19 items.
- A framework of an anisotropic elastoplastic model for clays (Q366515) (← links)
- Explicit Runge-Kutta methods for the integration of rate-type constitutive equations (Q1015720) (← links)
- Micromechanical analysis of kinematic hardening in natural clay (Q1028152) (← links)
- Continuous hyperplastic models for overconsolidated clays. (Q1410152) (← links)
- Evaluation of advanced constitutive modelling for cemented clayey soils: a case history. (Q1410175) (← links)
- An anisotropic critical state soil plasticity model (Q1819591) (← links)
- A simple anisotropic clay plasticity model (Q1872680) (← links)
- A generalised modified Cam clay model for clay and sand incorporating kinematic hardening and bounding surface plasticity (Q2386742) (← links)
- A sub-stepping approach for elasto-plasticity with rotational hardening (Q2501982) (← links)
- A destructuration theory and its application to SANICLAY model (Q2854892) (← links)
- Constitutive approach for rate-sensitive anisotropic structured clays (Q2854953) (← links)
- A model for stress and plastic strain induced nonlinear, hyperelastic anisotropy in soils (Q2856239) (← links)
- Implicit integration of a mixed isotropic-kinematic hardening plasticity model for structured clays (Q2856262) (← links)
- On generalization of constitutive models from two dimensions to three dimensions (Q2856331) (← links)
- SANICLAY: simple anisotropic clay plasticity model (Q3160804) (← links)
- Directional response of a reconstituted fine-grained soil—Part II: performance of different constitutive models (Q3160808) (← links)
- Stress-strain model for clays with anisotropic void ratio distribution (Q4222675) (← links)
- Kinematic hardening plasticity formulation of small strain behaviour of soils (Q4508005) (← links)
- An anisotropic hardening constitutive model based on Generalized Isotropic Hardening rule for modelling clay behaviour (Q4859261) (← links)
