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Journal ArticleDOI

SANISAND-Z: zero elastic range sand plasticity model

Yannis F. Dafalias, +1 more
- 09 Nov 2016 - 
- Vol. 66, Iss: 12, pp 999-1013
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TLDR
In this article, the authors apply the theory of zero purely elastic range in stress space within the framework of bounding surface plasticity to sand constitutive modeling, where the yield surface shrinks to zero and becomes identical to the stress point itself, and plastic loading occurs for any direction of the stress ratio rate.
Abstract
The theory of zero purely elastic range in stress space within the framework of bounding surface plasticity is applied to sand constitutive modelling. The yield surface shrinks to zero and becomes identical to the stress point itself, and plastic loading occurs for any direction of the stress ratio rate on which the loading and plastic strain rate directions now depend, rendering the model incrementally non-linear. The simplicity of the conceptual structure of the model is particularly attractive as it consists of only one surface, the bounding/failure surface, and the stress point itself in the stress ratio π-plane. The image stress point on the bounding surface is defined analytically in terms of the direction of the rate of the stress ratio, with the latter being inside, on, or outside the surface, so that the model can address consistently hardening, softening and critical state response. An updating scheme of the initial value of stress ratio at unloading–reloading events is proposed in order to avoi...

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Citations
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Fractional order plasticity modelling of state-dependent behaviour of granular soils without using plastic potential

TL;DR: In this article, a fractional order derivative of the plastic yield function is used to describe the state-dependent stress-dilatancy behavior of granular soil using fractional-order derivations.
Journal ArticleDOI

SANISAND-FN: An evolving fabric-based sand model accounting for stress principal axes rotation

TL;DR: In this article, the SANISAND-FN model is presented and validated against published data for loading that includes drained stress principal axes rotation on Toyoura sand, and it does not incorporate an additional plastic loading mechanism and/or multiple dilatancy and plastic modulus expressions.
Journal ArticleDOI

Geotechnical aspects of offshore wind turbine dynamics from 3D non-linear soil-structure simulations

TL;DR: In this paper, a detailed 3D finite element (FE) model of an 8 MW offshore wind turbine is analyzed by accounting for dynamic soil-monopile interaction in presence of pore pressure effects.
Journal ArticleDOI

Modelling the cyclic ratcheting of sands through memory-enhanced bounding surface plasticity

TL;DR: In this paper, a SANISAND-based model for cyclic sand ratcheting is proposed to reproduce the transition from ratchets to shakedown response, in combination with a single set of soil parameters for different initial, boundary and loading conditions.
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The influence of particle-size distribution on critical state behavior of spherical and non-spherical particle assemblies

TL;DR: In this paper, a series of triaxial test DEM simulations examine the influence of particle-size distribution and particle shape on the critical state behavior of granular materials using discrete element method simulations on both spherical and non-spherical particle assemblies.
References
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Journal ArticleDOI

A state parameter for sands

K. Been, +1 more
- 01 Jun 1985 - 
TL;DR: In this paper, the authors present an appropriate physical parameter, termed the state parameter, that combines the influence of void ratio and stress level with reference to an ultimate (steady) state to describe sand behaviour.
Book

Vibrations of soils and foundations

TL;DR: In this article, the authors describe methods of analysis and design of dynamically loaded foundations, which depend on the design criteria, applied forces, soil response, and analytical procedures for relating these quantities.
Journal ArticleDOI

A critical state two-surface plasticity model for sands

TL;DR: Within the critical state soil mechanics framework, the two-surface formulation of plasticity is coupled with the state parameter to construct a constitutive model for sands in a general stress spa as mentioned in this paper.
Journal ArticleDOI

Dilatancy for cohesionless soils

X. S. Li, +1 more
- 19 Jun 2000 - 
TL;DR: In this article, a theory was presented that treats the dilatancy as a state-dependent quantity within the framework of critical state soil mechanics, which is a major obstacle to unified modelling of the response of a cohesionless material over a full range of densities and stress levels (before particle crushing).
Journal ArticleDOI

Simple plasticity sand model accounting for fabric change effects

TL;DR: In this article, a simple stress-ratio controlled, critical state compatible, sand plasticity model is presented, first in the triaxial and then in generalized stress space, and three novel aspects are introduced.