Zobrazeno 1 - 10
of 41
pro vyhledávání: '"Sabaliauskas Tomas"'
Autor:
Sabaliauskas Tomas, Bo Ibsen Lars
Publikováno v:
E3S Web of Conferences, Vol 92, p 15011 (2019)
Convention does not provide a solution combining drained and undrained response, loss and recovery of sand stiffness, all in one irregular loading sequence. Alas, such solution is necessary for designing offshore wind turbine foundations and predicti
Externí odkaz:
https://doaj.org/article/6bd31b781e8d47ea982fe076677b2150
Publikováno v:
Profesinis rengimas: tyrimai ir realijos / Vocational Education: Research and Reality. (13):178-187
Externí odkaz:
https://www.ceeol.com/search/article-detail?id=63684
Publikováno v:
Profesinis rengimas: tyrimai ir realijos / Vocational Education: Research and Reality. (12):152-165
Externí odkaz:
https://www.ceeol.com/search/article-detail?id=176680
Autor:
Pukelis, Kęstutis, Sabaliauskas, Tomas
Publikováno v:
Profesinis rengimas: tyrimai ir realijos / Vocational Education: Research and Reality. (04):26-35
Externí odkaz:
https://www.ceeol.com/search/article-detail?id=195762
Autor:
Gaweł, Aleksandra, Sabaliauskas, Tomas
Publikováno v:
Profesinis rengimas: tyrimai ir realijos / Vocational Education: Research and Reality. (24):138-139
Externí odkaz:
https://www.ceeol.com/search/article-detail?id=262834
Autor:
Sabaliauskas, Tomas, Ibsen, Lars Bo
Publikováno v:
Sabaliauskas, T & Ibsen, L B 2019, Beyond Predicting Stiffness of Disturbed Foundation . in J S Chung, O M Akselsen, H Jin, H Kawai, Y Lee, D Matskevitch, S H Van, D Wan, A M Wang & S Yamaguchi (eds), The Proceedings of The Twenty-ninth (2019) International Offshore and Polar Engineering Conference . vol. 4, International Society of Offshore & Polar Engineers, Proceedings of the International Offshore and Polar Engineering Conference, no. 2019, vol. 29, pp. 4998-5004, The International Society of Offshore and Polar Engineers 2019, Honolulu, Hawaii, United States, 16/06/2019 .
Tests were executed to analyze the behavior of disturbed foundation stiffness. Test results reveal a causal link between stiffness hysteresis loops and applied deformation amplitude. By manipulating the applied deformation amplitude, the size and pos
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::cb04d5a72aec0932887f798689f77036
https://vbn.aau.dk/da/publications/e1ad174d-e33b-4af1-8aa6-14b85a24caf8
https://vbn.aau.dk/da/publications/e1ad174d-e33b-4af1-8aa6-14b85a24caf8
Autor:
Sabaliauskas, Tomas, Ibsen, Lars Bo
Publikováno v:
Sabaliauskas, T & Ibsen, L B 2019, ' Controlling cyclic stiffness of a foundation, by manipulating the deformation history ', Canadian Geotechnical Journal .
Offshore wind turbines are slender structures, dynamic response of which depends on foundation stiffness. Unfortunately, foundations embedded in sand can become disturbed, their stiffness can increase and decrease episodically. To investigate the phe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::fe4a1bcfe6bca3a5460245208525f5bf
https://vbn.aau.dk/da/publications/bf6a7eb9-afca-4947-9fa6-83f26e367ecb
https://vbn.aau.dk/da/publications/bf6a7eb9-afca-4947-9fa6-83f26e367ecb
Publikováno v:
Koteras, A K, Sabaliauskas, T & Ibsen, L B 2019, Cyclic CPT Measurements of Disturbed Soil State . in 7th International Symposium on Geotechnical Safety and Risk (ISGSR 2019) : State-of-the-Practice in Geotechnical Safety and Risk . Research Publishing, pp. 376-381, 7th International Symposium on Geotechnical Safety and Risk, Taipei, Taiwan, Province of China, 11/12/2019 . https://doi.org/10.3850/978-981-11-2725-0_IS12-14-cd
Disturbed soil states in geotechnical problems occurs together with large uncertainties. During earthquake, disturbed sand can become either more or less resistant to liquefaction. Due to the cyclic loading, offshore wind turbine foundations can epis
Autor:
Sabaliauskas, Tomas, Ibsen, Lars Bo
Publikováno v:
Sabaliauskas, T & Ibsen, L B 2019, ' A deformation (strain) envelope for cyclic disturbed sand ', Soils & Foundations .
Recent advances in triaxial testing procedures revealed new properties governing disturbed sand stiffness. This paper summarizes the new observationsinto an original, proof of concept. The novel concept interpolates effective stresswithin a strain (d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::fa8046685c2b1ad6d00d772381e2a6b3
https://vbn.aau.dk/da/publications/7763caec-04b1-4f65-9ff2-661022c111f3
https://vbn.aau.dk/da/publications/7763caec-04b1-4f65-9ff2-661022c111f3
Autor:
Sabaliauskas, Tomas, Ibsen, Lars Bo
Publikováno v:
Sabaliauskas, T & Ibsen, L B 2018, The guessing game : Analysis of cyclic loaded foundation as a finite state transition system . DCE Technical reports, no. 249, Department of Civil Engineering, Aalborg University, Aalborg .
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::53d209425833d9ebba1821bce6b8db95
https://vbn.aau.dk/ws/files/280608662/The_guessing_game_Analysis_of_cyclic_loaded_foundation_as_a_finite_state_transition_system.pdf
https://vbn.aau.dk/ws/files/280608662/The_guessing_game_Analysis_of_cyclic_loaded_foundation_as_a_finite_state_transition_system.pdf