Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Ole Hededal"'
Publikováno v:
Soils and Foundations, Vol 63, Iss 6, Pp 101375- (2023)
For a reliable prediction of the time-development of soil deformations, a detailed characterization of both primary and secondary deformations is required. Nevertheless, in the current engineering practice the estimation of the primary and secondary
Externí odkaz:
https://doaj.org/article/3a51def3ec4744b1bc8567009074109f
Publikováno v:
Kinslev, E M, Hededal, O, Rocchi, I & Zania, V 2022, ' Mode based characterisation of swell deformations in a high plasticity Paleogene clay ', Canadian Geotechnical Journal, vol. 59, no. 6, pp. 796–807 . https://doi.org/10.1139/cgj-2021-0243
Accurate prediction of soil deformations is important in unloading as well as loading. Historically, however, the loading scenario has been the most common and thus the most extensively studied phenomenon, leaving unloading less well described. Overc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::99537012355870703f688b81cb2d5d50
https://orbit.dtu.dk/en/publications/d1903f36-7797-4453-bca3-8d14f2a7ce8a
https://orbit.dtu.dk/en/publications/d1903f36-7797-4453-bca3-8d14f2a7ce8a
Publikováno v:
E3S Web of Conferences, Vol 92, p 05004 (2019)
High plasticity clay of Paleogene origin in Denmark, possess unique deformational behaviour with significant stress dependent stiffness in oedometric loading/unloading. This is challenging settlement/heave predictions. The behaviour has been so far a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c365027d79931723224e3c6cf35c1211
https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_05004.pdf
https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_05004.pdf
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 39:1410-1430
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bc0668430a7b99489cd861adf2278292
https://doi.org/10.1002/nag.2361
https://doi.org/10.1002/nag.2361
One of the governing parameters when designing bridges to cross waters with ship traffic is the design against ship collision. The bridge girders on the approach bridges are designed to resist deckhouse collision. This chapter describes two of the st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fa875414b57472c13230e9858c071b2d
https://doi.org/10.1201/9780203739778-13
https://doi.org/10.1201/9780203739778-13
Autor:
Ole Hededal, Rasmus Tofte Klinkvort
Publikováno v:
Canadian Geotechnical Journal. 51:966-974
Currently monopiles are the most common foundation solution for offshore wind turbines. The design of monopiles relies on empirical data from tests performed on long, slender, small-diameter piles loaded predominantly in shear. In contrast, a monopil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::34a2fa14831a409cf2883fe983849db9
https://doi.org/10.1139/cgj-2013-0475
https://doi.org/10.1139/cgj-2013-0475
Publikováno v:
Construction and Building Materials. 63:249-256
Over recent years, the necessity of reducing the environmental impact of building new infrastructures has increasingly directed research toward developing innovative manufacturing methods and materials that can satisfy these objectives. Cold recyclin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::40d1cc106fa5c26ef5c8bea701f73b24
https://doi.org/10.1016/j.conbuildmat.2014.04.060
https://doi.org/10.1016/j.conbuildmat.2014.04.060
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 13:38-49
This paper deals with three different and important issues for centrifuge testing on monopiles for offshore wind turbines. A series of centrifuge model tests has been conducted on cylindrical stiff model monopiles that were installed at 1g and in-fli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b329db8339658b28c6a22b3c12f52fe6
https://doi.org/10.1680/ijpmg.12.00010
https://doi.org/10.1680/ijpmg.12.00010
Autor:
Ole Hededal, Rasmus Tofte Klinkvort
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 166:147-158
One of the geotechnical challenges for a monopile-supported offshore wind turbine is to create a foundation design procedure that incorporates the effects of cyclic loading from wind and waves in a safe and easy way. Improved procedures may enable th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c6bc3b367397fced823f63bb5905db5
https://doi.org/10.1680/geng.12.00033
https://doi.org/10.1680/geng.12.00033
Publikováno v:
Frontiers in Offshore Geotechnics III ISBN: 9781138028487
Technical University of Denmark Orbit
Technical University of Denmark Orbit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b9a77df98e976143885a33e6b59693d0
https://doi.org/10.1201/b18442-104
https://doi.org/10.1201/b18442-104