Proceedings of the International Workshop on [ title], Cleveland, Ohio, July 1987. No index. Annotation copyright Book News, Inc. Portland, Or.
Preface1. Introduction, General organization of the workshop and of the
proceedings,
2. On constitutive modelling, A brief revue of constitutive
models, Different classes of constitutive equations and their
characteristics, Simplified hypotheses on mechanical properties equally
applicable to sands and clays,
3. Experiments, The development of a data base
using the Case hollow cylinder apparatus, On effects of sample height in
hollow cylinder tests, Development of a data base using the Grenoble true
triaxial apparatus, Kinematics with or without rotation and stress rate,
4.
Questionnaire, information package and test results, Response to the
questionnaire, Information package; Test results,
5. Models and predictions,
A cyclic elasto-plastic constitutive model for sand, CAP model for fitting
the stress-strain response of Hostun and Reid Bedford sands, Prediction of
deformation of Hostun and Reid Bedford sands with a simple bounding surface
plasticity model, A constitutive model for granular materials based on two
plasticity mechanisms, Model of sand behavior towards shearing and
compression in three dimensional conditions of stress and strain,
Micromechanical approach to constitutive modelling for granular soils based
on slip mechanism, Use of hypoelasticity to model the behavior of sands, An
incrementally non-linear constitutive relation and its predictions, Non
linear incremental constitutive equation: Application to sands, Modelling the
stress/strain behavior of sand using a multi-surface kinematic model,
Prediction of deformation behaviors of sands by the subloading surface model,
A constitutive model for sands and its application to monotonic and cyclic
loadings, Elasto-plastic model for sand based on fuzzy-sets, Generalized
hypoelastic constitutive equation, Double hardening constitutive model for
soils, parameter determination and predictions for two sands, A
joint-invariant bounding surface plasticity model for anisotropic behavior of
sands A constitutive model of sands directly expressed in general coordinates
for evaluating principal stress rotation and the comparison of its predicted
values with the measured values, An elastic-plastic two-surface model for
non-cohesive soils, Elastoplastic characterization of granular media, A
multi-directional sliding model of soil deformation, A multi-surface model
for non-cohesive soils, Sinfonietta classical An exercise on classical soil
modelling, Transitional yielding model for non-cohesive soils, Generalized
plasticity model for three-dimensional sand behaviour, Internal variable
model for frictional materials, Rate-independent constitutive descriptions
for granular media, A simplified bounding surface plasticity model for
predictions of sand behavior, Adaptation of a simple cap model, Verification
of a constitutive model for granular materials,
5. Prediction number 32,
Calibration, simulation and prediction of sand behavior using the bounding
surface, hypoplasticity model,
6. Panel discussions, Closures.
G.F. Bianchini, A.S. Saada, both of Case Western Reserve University, Cleveland.
Lisainfo e-raamatute kohta