Effect of particle shape on the mechanical behavior of natural sands

FN Altuhafi, MR Coop… - Journal of Geotechnical …, 2016‏ - ascelibrary.org
A database of the mechanical behavior of 25 natural sands was compiled from the existing
literature. Particle shape and size analysis, obtained by dynamic imaging analysis, for each …

[ספר][B] Finite element analysis in geotechnical engineering: application

DM Potts, L Zdravković, TI Addenbrooke, KG Higgins… - 2001‏ - icevirtuallibrary.com
All rights, including translation, reserved. Except as permitted by the Copyright, Designs and
Patents Act 1988, no part of this publication may be reproduced, stored in a retrieval system …

Finite-element modelling of laterally loaded piles in a dense marine sand at Dunkirk

DMG Taborda, L Zdravković, DM Potts, HJ Burd… - …, 2020‏ - icevirtuallibrary.com
The paper presents the development of a three-dimensional finite-element model for pile
tests in dense Dunkirk sand, conducted as part of the PISA project. The project was aimed at …

On the applicability of cross-anisotropic elasticity to granular materials at very small strains

R Kuwano, RJ Jardine - Géotechnique, 2002‏ - icevirtuallibrary.com
The paper examines the validity of assuming that granular material behaviour can be
considered as cross-anisotropic, linear elastic, within a kinematic 'kernel'yield surface that is …

Some observations of the effects of time on the capacity of piles driven in sand

RJ Jardine, JR Standing, FC Chow - Géotechnique, 2006‏ - icevirtuallibrary.com
Piles driven in sand can show remarkable increases in their axial shaft capacities in the
months that follow installation. Many practical benefits follow if service capacities can be …

Ground characterisation for PISA pile testing and analysis

L Zdravković, RJ Jardine, DMG Taborda… - …, 2020‏ - icevirtuallibrary.com
This paper is the first of a set of linked publications on the PISA Joint Industry Research
Project, which was concerned with the development of improved design methods for …

An improved direct shear apparatus for sand

ML Lings, MS Dietz - Géotechnique, 2004‏ - icevirtuallibrary.com
A conventional direct shear apparatus (DSA) has been modified to improve its articulation by
moving the point of shear load application to the sample centre. Jewell's symmetrical …

[HTML][HTML] Behaviour of displacement piles in sand under cyclic axial loading

CHC Tsuha, PY Foray, RJ Jardine, ZX Yang, M Silva… - Soils and …, 2012‏ - Elsevier
Field experiments have demonstrated that piles driven into sand can respond to axial cyclic
loading in Stable, Unstable or Meta-Stable ways, depending on the combinations of mean …

[HTML][HTML] Field axial cyclic loading experiments on piles driven in sand

RJ Jardine, JR Standing - Soils and foundations, 2012‏ - Elsevier
Multiple axial cyclic and static loading tests have been performed on industrial steel pipe-
piles driven at Dunkerque, northern France. This paper describes the site's geotechnical …

Micromechanics-based stress–strain behaviour of soils at small strains

S Yimsiri, K Soga - Géotechnique, 2000‏ - icevirtuallibrary.com
A model that describes the small-strain behaviour of soils is derived using micromechanics
theory. The model allows examination of the effects of fabric anisotropy, stress conditions …