Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Richard Jardine"'
Autor:
Santiago Quinteros, Aleksander Gundersen, Jean-Sebastien L'Heureux, J. Antonio H. Carraro, Richard Jardine
Publikováno v:
AIMS Geosciences, Vol 5, Iss 4, Pp 750-783 (2019)
This paper describes the geology and geotechnical engineering properties of the fluvial and deltaic gravelly-sandy-silty sediments at Øysand, Norway. Geophysical and geotechnical site investigations carried out between 2016 and 2018 at the site are
Externí odkaz:
https://doaj.org/article/469124a621734f48bb18404f2aa457a8
Autor:
Emil Ushev, Richard Jardine
Advanced sampling and testing techniques are applied to assess the mechanical behaviour of a stiff, silt-and-clay dominate, stony, low plasticity UK till whose genesis and post-depositional history imparted complex profiles of yielding pressures and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d05995045cb6dd23dd0c7f70c7ff050e
http://hdl.handle.net/10044/1/97794
http://hdl.handle.net/10044/1/97794
Autor:
REZA AHMADI NAGHADEH, Roisin Buckley, Byron Byrne, Tingfa Liu, Richard Jardine, Stavroula Kontoe, Ken Vinck
Publikováno v:
Liu, T, Ahmadi-Naghadeh, R, Vinck, K, Jardine, R J, Stavroula, S, Buckley, R M & Byrne, B W 2022, ' An experimental investigation into the behaviour of de-structured chalk under cyclic loading ', Géotechnique, vol. 0, no. 0, pp. 1-38 . https://doi.org/10.1680/jgeot.21.00199
Low-to-medium density chalk can be de-structured to soft putty by high-pressure compression, dynamic impact or large-strain repetitive shearing. These process all occur during pile driving and affect subsequent static and cyclic load-carrying capacit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cf6b88cef9e2b0809e3792ddfeb590ea
http://hdl.handle.net/10044/1/95517
http://hdl.handle.net/10044/1/95517
Autor:
Barry M. Lehane, Zhongqiang Liu, Eduardo J. Bittar, Farrokh Nadim, Suzanne Lacasse, Nezam Bozorgzadeh, Richard Jardine, Jean-Christophe Ballard, Pasquale Carotenuto, Kenneth Gavin, Robert B. Gilbert, Jens Bergan-Haavik, Philippe Jeanjean, Neil Morgan
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering, 148(9)
There are clear advantages in the establishment of reliable, direct cone penetration test (CPT) based methods for assessment of the axial capacity of driven piles. These advantages motivated the formation of a joint industry project (JIP) under the m
A Comprehensive Database of Tests on Axially Loaded Driven Piles in Sands reviews the critical need to develop better load-test databases for piles driven in sands. The key quality parameters, population of current entries and reporting formats are d
In this chapter, we summarize the major findings from the database assessment. The importance of database verification and the need for improved pile load test databases are emphasized. Preliminary results obtained from comparisons between the assemb
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4d03f18fab9680132a534973305999e9
https://doi.org/10.1016/b978-0-12-804655-5.00006-5
https://doi.org/10.1016/b978-0-12-804655-5.00006-5
A compete calculation procedure is described for various methods considered in this study. The cases included in the ZJU-ICL database from the ICP and UWA databases have been recalculated following the same procedure to ensure consistency, adopting p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec7b16b4a89620f66301107d1ae86178
https://doi.org/10.1016/b978-0-12-804655-5.00004-1
https://doi.org/10.1016/b978-0-12-804655-5.00004-1
In this chapter, we present the key findings from the study on the extended ZJU-ICL database. More stringent criteria are applied to filter data entries included in the database. The new quality filters that we outline led to 54 entries being adopted
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bdd77ace6d08f1cb10c2ef0b01f49080
https://doi.org/10.1016/b978-0-12-804655-5.00003-x
https://doi.org/10.1016/b978-0-12-804655-5.00003-x
In this chapter, we outline some key findings from the database assessment. Far more detailed studies remain to be made by the authors and other workers regarding axial capacity and stiffness behavior. We offer here only some broad checks on the over
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3886d573f1f5b0eb97206df48aec8d53
https://doi.org/10.1016/b978-0-12-804655-5.00005-3
https://doi.org/10.1016/b978-0-12-804655-5.00005-3