Zobrazeno 1 - 10
of 120
pro vyhledávání: '"Amin Askarinejad"'
Publikováno v:
Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 175(4)
In this study, a total number of 20 centrifuge tests were carried out to investigate monopile behaviour under lateral cyclic loading. The instrumented model pile simulates an offshore wind turbine foundation with an embedment ratio of 5 installed in
Publikováno v:
Journal of Marine Science and Engineering, Vol 9, Iss 6, p 618 (2021)
The large-diameter monopiles are the most preferred foundation used in offshore wind farms. However, the influence of pile diameter and aspect ratio on the lateral bearing behavior of monopiles in sand with different relative densities has not been s
Externí odkaz:
https://doaj.org/article/0d9c6abcfa35431792b026567464d673
Publikováno v:
Journal of Marine Science and Engineering, Vol 8, Iss 12, p 1029 (2020)
The majority of installed offshore wind turbines are supported on large-diameter, open-ended steel pile foundations, known as monopiles. These piles are subjected to vertical and lateral loads while in service. In current design practice, interaction
Externí odkaz:
https://doaj.org/article/359ace941e6c4ebf8fef187548e32549
Autor:
Huan Wang, Daan Veldhuijzen van Zanten, Dirk de Lange, Federico Pisanò, Ken Gavin, Amin Askarinejad
Publikováno v:
Cone Penetration Testing 2022 ISBN: 9781003308829
Cone Penetration Testing 2022 ISBN: 9781003329091
Cone Penetration Testing 2022 ISBN: 9781003329091
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b541b0c7d438a2350efbee864c20679d
https://doi.org/10.1201/9781003308829-174
https://doi.org/10.1201/9781003308829-174
Autor:
Amin Askarinejad, Weiyuan Zhang
Publikováno v:
Canadian Geotechnical Journal. 58:200-209
The scaling laws for the centrifuge modelling of the initiation and propagation of static liquefaction in submerged slopes are investigated in this paper. A theoretical model is developed to analytically determine the scaling factor of fluid viscosit
Autor:
Amin Askarinejad, P. Lamens
Publikováno v:
Landslides (online), 18 (2021)(4)
During pile installation into a submerged, sandy slope, liquefaction mechanisms including flow and cyclic liquefaction warrant attention. Because of the interconnection of these mechanisms, evaluating slope stability during and as a result of vibrati
Autor:
Malena Otero, Ana Abreu, Amin Askarinejad, Marcela Guimarães, Eduardo Macedo, Alessandra Corsi, Rynaldo Almeida
Publikováno v:
Soils and Rocks, 45(3)
Early Warning Systems (EWS) are non-structural measures for landslides disaster prevention. They are based on the detection of impending failure signals. The results of a landslide simulation experiment where accelerometers were used to identify pre-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a8cf9625255d6549d147a68512c049c0
http://resolver.tudelft.nl/uuid:5085cb04-b956-4930-b1d2-f3be60c3385c
http://resolver.tudelft.nl/uuid:5085cb04-b956-4930-b1d2-f3be60c3385c
Publikováno v:
Canadian Geotechnical Journal, 59(5)
The influence of combined loading on the response of monopiles used to support offshore wind turbines (OWTs) is investigated in this paper. In current practice, resistance of monopiles to vertical and lateral loading is considered separately. As OWT
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::66467ce8abe4d1985c8151dab36a40e9
http://resolver.tudelft.nl/uuid:c91707f5-35f8-473a-8c07-b01648803b46
http://resolver.tudelft.nl/uuid:c91707f5-35f8-473a-8c07-b01648803b46
Publikováno v:
Ocean Engineering, 244
The scour protection layers are usually installed around the monopiles to prevent the formation of scour hole. While extensive studies have been performed on the effectiveness of scour protection layer as mitigation measure, no study to date has been