Continuous hyperplastic models for overconsolidated clays

Continuous hyperplastic models for overconsolidated clays

This paper presents four constitutive models for prediction of the behaviour of overconsolidated clays under triaxial loading conditions. Their formulations are based on a new continuous hyperplastic framework. Continuous hyperplasticity allows the derivation of plasticity models which simulate smoo...

Fuld beskrivelse

Bibliografiske detaljer
Main Authors:	Einav, I, Puzrin, A, Houlsby, G
Format:	Journal article
Sprog:	English
Udgivet:	Elsevier 2003

Lignende værker

Thermomechanical formulation of a small-strain model for overconsolidated clays
af: Puzrin, A, et al.
Udgivet: (2001)

Numerical studies of hyperplasticity with single, multiple and a continuous field of yield surfaces
af: Einav, I, et al.
Udgivet: (2003)

Predictions of a continuous hyperplasticity model for Bangkok clay
af: Likitlersuang, S, et al.
Udgivet: (2007)

Fundamentals of kinematic hardening hyperplasticity
af: Puzrin, A, et al.
Udgivet: (2001)

Rate-dependent hyperplasticity with internal functions
af: Puzrin, A, et al.
Udgivet: (2003)

Variation of shear modulus of a clay with pressure and overconsolidation ratio
af: Houlsby, G, et al.
Udgivet: (1991)

Strain-based plasticity models for soils and the BRICK model as an example of the hyperplasticity approach
af: Puzrin, A, et al.
Udgivet: (2001)

Principles of hyperplasticity: An approach to plasticity theory based on thermodynamic principles
af: Houlsby, G, et al.
Udgivet: (2007)

Principles of hyperplasticity: An approach to plasticity theory based on thermodynamic principles
af: Houlsby, G, et al.
Udgivet: (2007)

Principles of hyperplasticity : an approach to plasticity theory based on thermodynamic principles /
af: 401860 Houlsby, G. T., et al.
Udgivet: (2006)

Soil structure interaction for overconsolidated clay model
af: Bajić Željko, et al.
Udgivet: (2014-01-01)

Validation and implementation of HASP constitutive model for overconsolidated clays
af: Jocković Sanja, et al.
Udgivet: (2018-01-01)

Undrained strength anisotropy of an overconsolidated thixotropic clay
af: O'Neill, Deirdre A. (Deirdre Anne)
Udgivet: (2005)

A continuous hyperplasticity model for sands under cyclic loading
af: Houlsby, G, et al.
Udgivet: (2004)

Analysis of consolidation around driven piles in overconsolidated clay
af: Niarchos, Dimitrios G
Udgivet: (2012)

Stabilization of an expansive overconsolidated clay using hydraulic binders
af: Abdelkrim Mahamedi, et al.
Udgivet: (2015-04-01)

Engineering properties of low to medium overconsolidation ratio offshore clays
af: Don J. DeGroot, et al.
Udgivet: (2019-09-01)

The mechanical behavior of heavily overconsolidated resedimented Boston Blue Clay
af: Vargas Bustamante, Albalyra Geraldine
Udgivet: (2013)

Development of hyperplasticity models for soil mechanics
af: Likitlersuang, S, et al.
Udgivet: (2006)

Investigation of the overconsolidation and structural behavior of Shanghai clays by element testing and constitutive modeling
af: Guan-lin Ye, et al.
Udgivet: (2016-09-01)

Critical state constitutive models and shear loading of overconsolidated clays with deviatoric hardening
af: Rachdi Sara, et al.
Udgivet: (2019-12-01)

A constitutive model for overconsolidated clays with application to the cyclic loading of friction piles
af: Whittle, Andrew John
Udgivet: (2005)

The bearing capacity of a strip footing on clay under combined loading
af: Houlsby, G, et al.
Udgivet: (1999)

The effects of sample disturbance on preconsolidation pressure for normally consolidated and overconsolidated clays
af: Kontopoulos, Nikolaos S. (Nikolaos Stefanos)
Udgivet: (2012)

A hyperplasticity model for clay behaviour: an application to Bangkok clay
af: Likitlersuang, S, et al.
Udgivet: (2003)

BOUNDING SURFACE COUPLED FINITE ELEMENT CONSOLIDATION ANALYSIS OF NORMALLY AND OVERCONSOLIDATED CLAYS
af: Omar Al-Farouk S. Al-Damluji, et al.
Udgivet: (2024-02-01)

One-dimensional consolidation of overconsolidated clay using Constant Rate of Strain testing
af: Andries Joren, et al.
Udgivet: (2019-01-01)

Structure and Mechanical Properties of the Dueñas Clay Formation (Tertiary Duero Basin, Spain): An Overconsolidated Clay of Lacustrine Origin
af: José Nespereira, et al.
Udgivet: (2021-12-01)

Primary and secondary consolidation characteristics of a high plasticity overconsolidated clay in compression and swelling
af: Emil Mejlhede Kinslev, et al.
Udgivet: (2023-12-01)

The theoretical modelling of a suction caisson foundation using hyperplasticity theory
af: Lam, N, et al.
Udgivet: (2005)

A method for calibration of the Hyperplastic Accelerated Ratcheting Model (HARM)
af: Abadie, C, et al.
Udgivet: (2019)

One-Dimensional Large-Strain Nonlinear Consolidation of Overconsolidated Clays with a Threshold Hydraulic Gradient
af: Chuanxun Li, et al.
Udgivet: (2018-01-01)

A Calculation Method of Thermal Pore Water Pressure Considering Overconsolidation Effect for Saturated Clay
af: Gailei Tian, et al.
Udgivet: (2022-06-01)

Application of Hardening State Parameter Constitutive Model for Prediction of Overconsolidated Soft Clay Behavior Due to Embankment Loading
af: Nikola Obradović, et al.
Udgivet: (2023-02-01)

The Influences of Local Glacitectonic Disturbance on Overconsolidated Clays for Upland Slope Stability Conditions: A Case Study
af: Kamil Kiełbasiński, et al.
Udgivet: (2021-11-01)

Stress dependency and unloading-induced swelling behaviour of a high plasticity overconsolidated clay of Paleogene origin
af: Kinslev Emil Mejlhede, et al.
Udgivet: (2019-01-01)

Calculation of foundation settlement on a overconsolidated base
af: Ter-Martirosyan Armen, et al.
Udgivet: (2018-01-01)

Rate-dependent plasticity models derived from potential functions
af: Houlsby, G, et al.
Udgivet: (2002)

A thermomechanical framework for constitutive models for rate-independent dissipative materials
af: Houlsby, G, et al.
Udgivet: (2000)

A Constitutive Model for Overconsolidated Structured Soils Using Structural Variable
af: Wugang Li, et al.
Udgivet: (2021-01-01)