Výsledky vyhledávání - "Sigursteinsson, Haraldur"

Impact of the Eemdijk full-scale test programme (Impact du programme d'essais à grande échelle Eemdijk)

Autor: Breedeveld, J., Zwanenburg, C., Van, M., Lengkeek, H.J., Sigursteinsson, Haraldur, Erlingsson, Sigurður, Bessason, Bjarni

Publikováno v: Proceedings of the XVII ECSMGE-2019: Geotechnical Engineering foundation of the future
Proceedings of the XVII ECSMGE-2019

Levees in the Netherlands have traditionally been constructed from soil. Climate change and land subsidence require heightening and/or reinforcing these existing levees. Traditional reinforcements demand additional space, which in some cases conflict

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=narcis______::652f37297cba4604d654a5ec2ccb7e00
http://resolver.tudelft.nl/uuid:bd5d60bf-c519-47be-bddc-25eff84d713e

Zobrazit plný text záznamu

Input of advanced geotechnical modelling to the design of offshore wind turbine foundations (Apport de la modélisation géotechnique avancée au dimensionnement de fondations d’éoliennes offshore)

Autor: Pisano, F., Sigursteinsson, Haraldur, Erlingsson, Sigurður, Bessason, Bjarni

Publikováno v: 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019-Proceedings: Geotechnical Engineering foundation of the future
17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019-Proceedings

The offshore wind sector is skyrocketing worldwide, with a clear trend towards wind farms installed in increasingly deep waters and harsh marine environments. This is posing significant engineering challenges, including those regarding the design of

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=narcis______::7797b891dbadb13180e1b1d7d5420faa
http://resolver.tudelft.nl/uuid:18fd12e5-4bec-4d53-9821-6c66121818fe

Zobrazit plný text záznamu

A CFD approach for the flotation analysis of pipelines in liquefied sand (Une approche CFD pour l’étude de la flottation des pipelines dans les sables liquéfiés)

Autor: Pisano, F., Cremonesi, Massimiliano, Bortolotto, F., Della Vecchia, Gabriele, Sigursteinsson, Haraldur, Erlingsson, Sigurður, Bessason, Bjarni

Submarine buried pipelines may often interact with shallow layers of loose sand that are particularly prone to liquefaction. When liquefaction is triggered by environmental loading and/or mechanical vibrations, the soil tends to behave as a viscous s

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=narcis______::82749a75128f39a7bff5eed8d95124ca
http://resolver.tudelft.nl/uuid:c7c25b81-835a-4059-b30e-d0a9d49a959b

Zobrazit plný text záznamu

Comparison of new memory surface hardening models for prediction of high cyclic loading (Comparaison de nouveaux modèles de surface de mémoire à durcissement pour la prévision de fortes charges cycliques)

Autor: Diambra, A., Corti, R., Liu, H., Pisano, F., Abell, J. A., Sigursteinsson, Haraldur, Erlingsson, Sigurður, Bessason, Bjarni

This paper presents an objective comparison between two recent constitutive models employing the concept of the hardening memory surface to predict the high cyclic loading behaviour of granular soils. The hardening memory surface is applied to the we

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=narcis______::9d279dd9104a3ce18bbdea0e63efcc05
http://resolver.tudelft.nl/uuid:6dedea20-9c00-4539-b201-78e6d798d3a5

Zobrazit plný text záznamu

Advanced Thermo-Hydro-Mechanical modelling features for practical applications in energy geotechnics (Sur la modélisation Thermo-Hydro-Mécanique avancée pour des applications en Géo-énergie)

Autor: Bui, T.A., Casarella, A, Di Donna, A., Brinkgreve, R.B.J., Sigursteinsson, Haraldur, Erlingsson, Sigurður, Bessason, Bjarni

Publikováno v: Proceedings of the XVII ECSMGE-2019: Geotechnical Engineering foundation of the future
Proceedings of the XVII ECSMGE-2019

Thermal and Thermo-Hydro-Mechanical (THM) analysis is at the core of a broad range of geotechnical engineering applications. In this context, an implicit fully coupled formulation has been implemented in the Finite Element software PLAXIS to perform

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=narcis______::2175ddbdec27cffe15f0df356fe32084
http://resolver.tudelft.nl/uuid:032ce8ca-7e94-46dd-859a-174097778cf3

Zobrazit plný text záznamu

Understanding the natural consolidation of slurries using colloid science

Autor: Chassagne, C., Sigursteinsson, Haraldur, Erlingsson, Sigurour, Bessason, Bjarni

Publikováno v: 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019-Proceedings

Many projects (Marker Wadden, Kleirijperij) have recently been initiated in the Netherlands that involve the reuse of dredged material from silted channels. This dredged material is deposited in large ponds, and left to consolidate. When its dewateri

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=narcis______::dadd073bba5984c838cca6e4d03020a3
http://resolver.tudelft.nl/uuid:acc2b6de-1c06-4185-ae3d-2afb5f1b63da

Zobrazit plný text záznamu

Developing correlations between the soil fines content and CPT results using neural networks

Autor: Kovacevic, M. S., Gavin, Kenneth, Reale, C., Libric, L., Kacunic, D. Juric, Sigursteinsson, Haraldur, Erlingsson, Sigurour, Bessason, Bjarni

Publikováno v: 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019-Proceedings

Knowledge of the fines content is necessary for all soil classification systems and an important factor in the evaluation of soil strength in liquefaction and seismic settlement analysis. This paper presents the application of cone penetration test,

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=narcis______::7e160414dc8b5a3edab2e817c3870d44
http://resolver.tudelft.nl/uuid:2b5c9235-c65b-48ba-a7fc-bb8d4c449a0e

Zobrazit plný text záznamu

Improved embedded beam with interaction surface (Poutre incorporée améliorée avec surface d’interaction)

Autor: Smulders, C.M., Hosseini, S., Brinkgreve, R.B.J., Sigursteinsson, Haraldur, Erlingsson, Sigurður, Bessason, Bjarni

Publikováno v: Proceedings of the XVII ECSMGE-2019: Geotechnical Engineering foundation of the future
Proceedings of the XVII ECSMGE-2019

Finite Element Analysis of serviceability limit states (SLS) and bearing capacity (ULS) of piled foundations involves the modelling piles in the soil, including pile-soil interaction. Embedded beams are an efficient way to model multiple piles for co

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=narcis______::f42e1658291f3621c26e32f3ec0a753e
http://resolver.tudelft.nl/uuid:3caf32ac-c754-4ac9-9ad4-6e92cf46dd9f

Zobrazit plný text záznamu

Eemdijk full-scale field test programme: sheet pile pullover tests (TProgramme d’essai terrain à taille réelle Eemdijk: essais de déformation et de rupture de murs palplanches)

Autor: Lengkeek, H.J., Naves, Thomas, Post, M., Breedeveld, J., Sigursteinsson, Haraldur, Erlingsson, Sigurður, Bessason, Bjarni

Dikes in the Netherlands have traditionally been constructed with soil. Climate change and sub-sidence requires heightening and or reinforcing of these existing ground dikes. Traditional reinforcements de-mand additional space, which in some cases co

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=narcis______::926fb8f328794bda642b259eda7da084
http://resolver.tudelft.nl/uuid:7ae10b9f-b5e7-4bf7-92f4-a9ef384de48d

Zobrazit plný text záznamu

Vyhledávací nástroje:

Upřesnit hledání