Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Emil Ushev"'
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:
Richard J. Jardine, Emil Ushev
Analysis of foundation behaviour under repeated loading can be important to the design of offshore facilities, towers, bridges, wind turbines and other structures. Although detailed guidance is available on how some geomaterials behave under cycling,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f6efda1c7b5c5d41406785ef83fc02dd
http://hdl.handle.net/10044/1/94263
http://hdl.handle.net/10044/1/94263
Autor:
Lidija Zdravković, Richard J. Jardine, David M. G. Taborda, David Abadias, Harvey J. Burd, Byron W. Byrne, Kenneth G. Gavin, Guy T. Houlsby, David J. P. Igoe, Tingfa Liu, Christopher M. Martin, Ross A. McAdam, Alastair Muir Wood, David M. Potts, Jesper Skov Gretlund, Emil Ushev
Publikováno v:
Zdravković, L, Jardine, R J, Taborda, D M G, Abadias, D, Burd, H J, Byrne, B W, Gavin, K G, Houlsby, G T, Igoe, D J P, Liu, T, Martin, C M, McAdam, R A, Muir Wood, A, Potts, D M, Skov Gretlund, J & Ushev, E 2020, ' Ground characterisation for PISA pile testing and analysis ', Géotechnique, vol. 70, no. 11, pp. 945-960 . https://doi.org/10.1680/jgeot.18.PISA.001
Geotechnique: international journal of soil mechanics, 70(11)
Geotechnique: international journal of soil mechanics, 70(11)
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 monopile foundations in offshore wind applications. PISA involved large-scale
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::104fd9d7cb5cc602d14a055e1a330028
http://resolver.tudelft.nl/uuid:568e97f3-f7f2-4834-b818-ed0ca37646e2
http://resolver.tudelft.nl/uuid:568e97f3-f7f2-4834-b818-ed0ca37646e2
Autor:
Lidija Zdravković, David M. G. Taborda, David M. Potts, David Abadias, Harvey J. Burd, Byron W. Byrne, Kenneth G. Gavin, Guy T. Houlsby, Richard J. Jardine, Christopher M. Martin, Ross A. McAdam, Emil Ushev
Publikováno v:
Geotechnique: international journal of soil mechanics, 70(11)
The PISA project was a combined field testing/numerical modelling study with the aim of developing improved design procedures for large-diameter piles subjected to lateral loading. This paper describes the development of a three-dimensional finite-el
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3a6d8990eb965b273d13612f63d77bf5
http://ora.ox.ac.uk/objects/uuid:
http://ora.ox.ac.uk/objects/uuid:
Publikováno v:
E3S Web of Conferences, Vol 92, p 02007 (2019)
7th International Symposium on Deformation Characteristics of Geomaterials
7th International Symposium on Deformation Characteristics of Geomaterials
Compressing samples between rigid platens, as in triaxial testing, induce non-uniform specimen stress, strain and pore water distributions. Although well recognised historically, the effects of such platen restraints are often disregarded or overlook
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::10a9fa50554cbe5eaa836f56d6126e87
https://doi.org/10.1051/e3sconf/20199202007
https://doi.org/10.1051/e3sconf/20199202007