Effects of sample disturbance and consolidation procedures on measured shear strength of soft marine Norwegian clays

T Lunne, T Berre, KH Andersen… - Canadian …, 2006 - cdnsciencepub.com
After many decades of research, the issue of sample disturbance is still important as regards
to determining reliable and representative soil parameters for foundation design in soft …

[PDF][PDF] Behaviour and properties of natural soils and soft rocks

S Leroueil, DW Hight - Characterisation and engineering …, 2003 - researchgate.net
This paper is an overview of the mechanical and hydraulic behaviour and properties of
natural soils and soft rocks, from soft clays to chalk. It is based on Critical State Soil …

Relationship between shear-wave velocity and geotechnical parameters for Norwegian clays

JS L'Heureux, M Long - Journal of geotechnical and …, 2017 - ascelibrary.org
A database of shear-wave velocity (V s) measurements using a variety of techniques and
soil properties measured on high-quality samples for 28 Norwegian sites has been …

Scaling of lateral pile py response in clay from laboratory stress-strain curves

Y Zhang, KH Andersen - Marine Structures, 2017 - Elsevier
This paper deals with the static lateral load-displacement response (py spring) of a pile slice
in soil. The response is governed by a localised flow-around soil failure mechanism. A …

Evaluation of undrained shear strength using full-flow penetrometers

JT DeJong, NJ Yafrate, DJ DeGroot - Journal of geotechnical and …, 2011 - ascelibrary.org
Full-flow penetrometers (the T-bar and ball) are increasingly used on sites with thick
deposits of soft clays, particularly prevalent offshore. Full-flow penetration tests were …

The Fourth James K. Mitchell Lecture: The CPT in offshore soil investigations-a historic perspective

T Lunne - Geomechanics and Geoengineering, 2012 - Taylor & Francis
For the last 40 years, the CPT has played a key role in offshore soil investigations, mainly in
connection with oil and gas development, but also for other purposes. The offshore …

Design parameters from in situ tests in soft ground–recent developments

M Long - Geotechnical and Geophysical Site Characterization, 2008 - taylorfrancis.com
Design parameters from in situ tests in soft ground – recent developments Page 1
Geotechnical and Geophysical Site Characterization – Huang & Mayne (eds) © 2008 Taylor & …

Recommended practice for full-flow penetrometer testing and analysis

J DeJong, N Yafrate, D DeGroot… - Geotechnical …, 2010 - asmedigitalcollection.asme.org
The increasing use of full-flow penetrometers for estimating the undrained and remolded
shear strength as well as soil sensitivity of soft sediments by both industry and researchers …

[HTML][HTML] Long-term consolidation behavior interpreted with isotache concept for worldwide clays

Y Watabe, K Udaka, Y Nakatani, S Leroueil - Soils and Foundations, 2012 - Elsevier
The consolidation characteristics interpreted with the isotache concept have been studied by
many researchers, including the authors. The aim of most of these studies has been to …

Evaluation of remolded shear strength and sensitivity of soft clay using full-flow penetrometers

N Yafrate, J DeJong, D DeGroot… - Journal of Geotechnical …, 2009 - ascelibrary.org
The undrained remolded shear strength of soft clays is of importance in geosystem design,
particularly for offshore structures. Common methods to estimate remolded shear strength …