Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Klinkvort, Rasmus Tofte"'
Publikováno v:
In Marine Structures January 2021 75
Autor:
Klinkvort, Rasmus Tofte
Publikováno v:
Klinkvort, R T 2013, Centrifuge modelling of drained lateral pile-soil response : Application for offshore wind turbine support structures . Technical University of Denmark, Kgs. Lyngby .
Omkostningerne for havvindmølle fundamenter er store og i dag er energi fra havvindmøller, ikke konkurrencedygtig med energi fra mere klassiske energi produktionsmetoder. Målet med dette forskningsprojekt er at udvikle simple tekniske værktøjer,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1202::921d3bcfd75079941a0d2728d1eeaec0
https://orbit.dtu.dk/ws/files/74328627/Rasmus_Tofte_Klinkvort_Afhandling..PDF
https://orbit.dtu.dk/ws/files/74328627/Rasmus_Tofte_Klinkvort_Afhandling..PDF
Publikováno v:
Klinkvort, R T, Leth, C T & Hededal, O 2012, Centrifuge modelling of monopiles in dense sand at The Technical University of Denmark . in Conference proceedings of the 2nd European conference on Physical Modelling in Geotechnics (EUROFUGE 2012) . TU Delft, 2nd European conference on Physical Modelling in Geotechnics (EUROFUGE 2012), Delft, Netherlands, 23/04/2012 .
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1202::f55b8aba6e4c2427c3760f78cb7c4bc8
http://orbit.dtu.dk/en/publications/centrifuge-modelling-of-monopiles-in-dense-sand-at-the-technical-university-of-denmark(3834e8cd-030c-4941-bed0-595e0fb50f4e).html
http://orbit.dtu.dk/en/publications/centrifuge-modelling-of-monopiles-in-dense-sand-at-the-technical-university-of-denmark(3834e8cd-030c-4941-bed0-595e0fb50f4e).html
Publikováno v:
Klinkvort, R T, Leth, C T & Hededal, O 2010, Centrifuge modelling of a laterally cyclic loaded pile . in Physical Modelling in Geotechnics . vol. 7, Taylor & Francis, pp. 959-964, International Conference on Physical Modelling in Geotechnics, Zurich, Switzerland, 01/01/2010 .
A total number of 9 static and 6 cyclic centrifuge tests on laterally loaded piles in very dense, dry sand was erformed. The prototype dimensions of the piles were 1 meter in diameter and penetration depths varying from 6 to 10 meters. The static tes
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1202::e89c09dc6b0cd764f39144ab982cdbb0
https://orbit.dtu.dk/en/publications/682aad54-fe1a-4b6d-8dd8-822908d19f7f
https://orbit.dtu.dk/en/publications/682aad54-fe1a-4b6d-8dd8-822908d19f7f