[图书][B] In situ testing in geomechanics: the main tests
F Schnaid - 2008 - taylorfrancis.com
Demanding a thorough knowledge of material behaviour and numerical modelling, site
characterisation and in situ test interpretation are no longer just basic empirical …
characterisation and in situ test interpretation are no longer just basic empirical …
Extensive overview of soil constitutive relations and applications for geotechnical engineering problems
A state-of-the-art review has been conducted in this work on soil constitutive modeling,
which has emphasized on: soil type, ground-water conditions, loading conditions, structural …
which has emphasized on: soil type, ground-water conditions, loading conditions, structural …
An anisotropic elastoplastic model for soft clays
SJ Wheeler, A Näätänen, M Karstunen… - Canadian …, 2003 - cdnsciencepub.com
On présente un modèle anisotrope élasto-plastique pour les argiles molles. Des données
expérimentales de cheminements de contraintes d'essais triaxiaux drainés multistage sur …
expérimentales de cheminements de contraintes d'essais triaxiaux drainés multistage sur …
[HTML][HTML] Stiffness and strength parameters for hardening soil model of soft and stiff Bangkok clays
A comprehensive set of experimental data on Bangkok subsoils from oedometer and triaxial
tests are analysed in this paper in order to determine the stiffness and strength parameters …
tests are analysed in this paper in order to determine the stiffness and strength parameters …
A structured Cam Clay model
MD Liu, JP Carter - Canadian Geotechnical Journal, 2002 - cdnsciencepub.com
On présente une étude théorique sur le comportement du sol structuré. On formule un
nouveau modèle auquel on réfère comme le modèle Cam Clay structuré en introduisant …
nouveau modèle auquel on réfère comme le modèle Cam Clay structuré en introduisant …
Basal mechanics of ice stream B, West Antarctica: 1. Till mechanics
S Tulaczyk, WB Kamb… - Journal of Geophysical …, 2000 - Wiley Online Library
Data from laboratory geotechnical tests on till recovered from beneath Ice Stream B, West
Antarctica, at the Upstream B camp (hereinafter the UpB till) show that failure strength of this …
Antarctica, at the Upstream B camp (hereinafter the UpB till) show that failure strength of this …
A constitutive model for structured soils
M Kavvadas, A Amorosi - Géotechnique, 2000 - icevirtuallibrary.com
The paper proposes a constitutive model for structured soils (MSS) which describes the
engineering effects of structure development and degradation, such as: high intact stiffness …
engineering effects of structure development and degradation, such as: high intact stiffness …
Numerical implementation of a neural network based material model in finite element analysis
YMA Hashash, S Jung… - International Journal for …, 2004 - Wiley Online Library
Neural network (NN) based constitutive models can capture non‐linear material behaviour.
These models are versatile and have the capacity to continuously learn as additional …
These models are versatile and have the capacity to continuously learn as additional …
Ground movement prediction for deep excavations in soft clay
YMA Hashash, AJ Whittle - Journal of geotechnical engineering, 1996 - ascelibrary.org
This paper presents results of a series of numerical experiments, using nonlinear finite-
element analyses, which investigate the effects of wall embedment depth, support …
element analyses, which investigate the effects of wall embedment depth, support …
Formulation of a unified constitutive model for clays and sands
JM Pestana, AJ Whittle - International Journal for Numerical …, 1999 - Wiley Online Library
This paper presents a new generalized effective stress model, referred to as MIT‐S1, which
is capable of predicting the rate independent, effective stress–strain–strength behaviour of …
is capable of predicting the rate independent, effective stress–strain–strength behaviour of …