A review of sand–clay mixture and soil–structure interface direct shear test

K Yin, AL Fauchille, E Di Filippo, P Kotronis, G Sciarra - Geotechnics, 2021 - mdpi.com
Natural soils are usually heterogeneous and characterized with complex microstructures.
Sand–clay mixtures are often used as simplified soils to investigate the mechanical …

[图书][B] Offshore geotechnical engineering

M Randolph, S Gourvenec - 2017 - taylorfrancis.com
Design practice in offshore geotechnical engineering has grown out of onshore practice, but
the two application areas have tended to diverge over the last thirty years, driven partly by …

[图书][B] Piling engineering

K Fleming, A Weltman, M Randolph, K Elson - 2008 - books.google.com
Piling is a fast-moving field and recent years have seen major advances in theory, methods,
testing procedures and equipment. Some of these changes have been driven by the need …

Science and empiricism in pile foundation design

MF Randolph - Géotechnique, 2003 - icevirtuallibrary.com
Scientific approaches to pile design have advanced enormously in recent decades and yet,
still, the most fundamental aspect of pile design—that of estimating the axial capacity—relies …

Experimental investigations of the soil–concrete interface: physical mechanisms, cyclic mobilization, and behaviour at different temperatures

A Di Donna, A Ferrari, L Laloui - Canadian Geotechnical …, 2016 - cdnsciencepub.com
Behaviour of the pile–soil interface is important to correctly predict the response of floating
piles in terms of displacement and lateral friction. Regarding energy piles, which couple the …

Behaviour of piles driven in chalk

RJ Jardine, RM Buckley, S Kontoe… - Engineering in chalk …, 2018 - icevirtuallibrary.com
Driving resistance is difficult to predict in chalk strata, with both pile free-fall self-weight 'runs'
and refusals being reported. Axial capacity is also highly uncertain after driving. This paper …

[PDF][PDF] The UWA-05 method for prediction of axial capacity of driven piles in sand

BM Lehane, JA Schneider, X Xu - Proc., 1st Int. Symp. on Frontiers …, 2005 - researchgate.net
This paper describes a new method for evaluating the axial capacity of driven piles in
siliceous sand using CPT qc data. The method is shown to provide better predictions than …

Sand grain crushing and interface shearing during displacement pile installation in sand

ZX Yang, RJ Jardine, BT Zhu, P Foray… - …, 2010 - icevirtuallibrary.com
Particle crushing, shear banding, interface abrasion and migration of crushing products all
have the potential to influence the behaviour of displacement piles in sands. This paper …

Effects of time on capacity of pipe piles in dense marine sand

FC Chow, RJ Jardine, F Brucy… - Journal of Geotechnical …, 1998 - ascelibrary.org
Investigations into pile behavior in dense marine sand have been performed by the Institut
Français du Pétrole and Imperial College at Dunkirk, northern France. In the most recent …

Challenges of offshore geotechnical engineering

M Randolph, M Cassidy, S Gourvenec… - Proceedings of the …, 2005 - ebooks.iospress.nl
Abstract Design practice in offshore geotechnical engineering grew out of onshore practice,
but the two application areas have tended to diverge over the last 30 years, driven partly by …