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Experimental validation of a mathematical model for seabed liquefaction in waves

  • B. Mutlu Sumer*
  • , V. S.Ozgur Kirca
  • , Jørgen Fredsøe
  • *Bu çalışma için yazışmadan sorumlu yazar
  • Technical University of Denmark

Araştırma sonucu: Kitap/Rapor/Konferans Bildirisinde BölümKonferans katkısıbilirkişi

11 Atıf (Scopus)

Özet

This paper summarizes the results of an experimental study directed towards the validation of a mathematical model for the buildup of pore water pressure and resulting liquefaction of marine soils under progressive waves. Experiments were conducted under controlled conditions with silt ( d50 = 0.070 mm) in a wave flume with a soil pit. Waves with wave heights in the range 7.7-18 cm with the water depth 55 cm and the wave period 1.6 s enabled us to study both the liquefaction and no-liquefaction regime pore water pressure buildup. The experimental data was used to validate the model. A numerical example is also included in the paper to demonstrate the implementation of the model for real life scenarios.

Orijinal dilİngilizce
Ana bilgisayar yayını başlığıProceedings of the 21st (2011) International Offshore and Polar Engineering Conference, ISOPE-2011
Sayfalar1010-1018
Sayfa sayısı9
Yayın durumuYayınlandı - 2011
Harici olarak yayınlandıEvet
Etkinlik21st International Offshore and Polar Engineering Conference, ISOPE-2011 - Maui, HI, United States
Süre: 19 Haz 201124 Haz 2011

Yayın serisi

AdıProceedings of the International Offshore and Polar Engineering Conference
ISSN (Basılı)1098-6189
ISSN (Elektronik)1555-1792

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???event.eventtypes.event.conference???21st International Offshore and Polar Engineering Conference, ISOPE-2011
Ülke/BölgeUnited States
ŞehirMaui, HI
Periyot19/06/1124/06/11

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