Pregled bibliografske jedinice broj: 1006179
Wave-induced response of seabed around a buried pipeline in silty soil
Wave-induced response of seabed around a buried pipeline in silty soil // Poromechanics VI: Proceedings of the Sixth Biot Conference on Poromechanics / Vandamme, Matthieu ; Dangla, Patrick ; Pereira, Jean-Michel ; Ghabezloo, Siavash (ur.).
Pariz, Francuska: American Society of Civil Engineers (ASCE), 2017. str. 230-237 doi:10.1061/9780784480779.028 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Wave-induced response of seabed around a buried pipeline in silty soil
Autori
Đepina, Ivan
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Poromechanics VI: Proceedings of the Sixth Biot Conference on Poromechanics
/ Vandamme, Matthieu ; Dangla, Patrick ; Pereira, Jean-Michel ; Ghabezloo, Siavash - : American Society of Civil Engineers (ASCE), 2017, 230-237
ISBN
9780784480779
Skup
6th Biot Conference on Poromechanics
Mjesto i datum
Pariz, Francuska, 09.07.2017. - 13.07.2017
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
sea floor ; soil liquefaction ; silt ; soil-pipe interaction ; buried pipes ; numerical models ; water pressure ; simulation models
Sažetak
This study examines wave-induced response of seabed around a buried pipeline in silty soil. The response of the seabed is simulated with a numerical model based on the u-p approximation of the Biot formulation and the UBC3D-PLM soil model. The pipeline is modeled as a non-porous elastic material with a rigid interface between the pipe and the soil. The linear wave theory is implemented to simulate wave-induced water pressures on the surface of the seabed. A series of analyses are conducted to investigate the effects of wave height on the seabed response and its liquefaction potential. The effect of the pipe presence in the seabed on the development of pore pressures is examined by comparing pore pressures in the proximity of the pipe and in the far field. The results demonstrate that the implemented model captures the main mechanisms of the wave-induced liquefaction around a buried pipeline.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
Profili:
Ivan Đepina
(autor)
Citiraj ovu publikaciju:
Časopis indeksira:
- Web of Science Core Collection (WoSCC)
- Conference Proceedings Citation Index - Science (CPCI-S)
- Scopus