Skip to main content

2018 | OriginalPaper | Buchkapitel

Review of Liquefaction Around Marine and Pile-Supported Wharf Structures

verfasst von : Pınar Sezin Öztürk Kardoğan, Subhamoy Bhattacharya

Erschienen in: Proceedings of 3rd International Sustainable Buildings Symposium (ISBS 2017)

Verlag: Springer International Publishing

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

Earthquake recossaince survey showed that liquefaction of soil caused severe damage to pile-supported structures, for example bridges and marine-wharf structures. Marine wharf structures provide logistic support to shipping, distribution, and other facilities for the transport of cargos via water. Thus, these structures must be less affected from seismic related hazards such as liquefaction, lateral spreading and settlement. Literature review showed that damage to pile supported wharfs often occured due to lateral movement of liquefiable soil which caused horizontal displacement of structures and also settlement. As a result, pile supported marine structures were badly damaged. In this study, a review of typical damages to marine and pile-supported wharf structures observed in the past earthquake is presented Based on the observed damages and current understanding of pile failure, criteria for design of pile-supported marine structures is presented.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
1.
Zurück zum Zitat Mostafa YE (2012) Design considerations for pile groups supporting marine structures with respect to scour. Sci Res Eng 4:833–842 Mostafa YE (2012) Design considerations for pile groups supporting marine structures with respect to scour. Sci Res Eng 4:833–842
2.
Zurück zum Zitat Borg RC (2007) Seismic performance, analysis and design of wharf structures: a comparison of worldwide typologies. European School for Advanced Studies in Reduction of Seismic Risk Rose School, May Borg RC (2007) Seismic performance, analysis and design of wharf structures: a comparison of worldwide typologies. European School for Advanced Studies in Reduction of Seismic Risk Rose School, May
3.
Zurück zum Zitat Panagiotidou AI (2013) Seismic response of wharf structures supported in liquefiable soil. Master of Science in Civil and Environmental Engineering at the Massachusetts Institute of Technology, June Panagiotidou AI (2013) Seismic response of wharf structures supported in liquefiable soil. Master of Science in Civil and Environmental Engineering at the Massachusetts Institute of Technology, June
4.
Zurück zum Zitat Sumer BM (2014) Review of liquefaction around marine, world scientific. Hackensack, NJ, 472 pp. ISBN 978-981-4329-31-6 Sumer BM (2014) Review of liquefaction around marine, world scientific. Hackensack, NJ, 472 pp. ISBN 978-981-4329-31-6
5.
Zurück zum Zitat Boulanger R, Iai S, Ansal A, Cetin KO, Idriss IM, Sunman B, Sunman K (2000) Performance of waterfront structures. In: Youd TL, Bardet J-P, Bray JD (eds) 1999 Kocaeli, Turkey, earthquake reconnaissance Rep., Chap. 13, supplement a to earthquake spectra, Vol 16, pp 295–310 Boulanger R, Iai S, Ansal A, Cetin KO, Idriss IM, Sunman B, Sunman K (2000) Performance of waterfront structures. In: Youd TL, Bardet J-P, Bray JD (eds) 1999 Kocaeli, Turkey, earthquake reconnaissance Rep., Chap. 13, supplement a to earthquake spectra, Vol 16, pp 295–310
6.
Zurück zum Zitat Takahashi A, Takmura J (2005) Liquefaction-induced large displacement of pile-supported wharf. Soil Dyn Earthquake Eng 811–825 Takahashi A, Takmura J (2005) Liquefaction-induced large displacement of pile-supported wharf. Soil Dyn Earthquake Eng 811–825
7.
Zurück zum Zitat Groot MD, Bolton MD, Foray P, Meijers P, Palmer AC, Sandven R, Sawicki A, Teh TC (2006) Physics of liquefaction phenomena around marine structures. J Waterway, Port, Coast Ocean Eng Groot MD, Bolton MD, Foray P, Meijers P, Palmer AC, Sandven R, Sawicki A, Teh TC (2006) Physics of liquefaction phenomena around marine structures. J Waterway, Port, Coast Ocean Eng
8.
Zurück zum Zitat Sumer BM, Ansal A, Cetin KÖ, Damgaard J, Gunbak AR, Hansen NO, Sawicki A, Synolakis CE, Yalciner AC, Yuksel Y, Zen K (2007) Earthquake-induced liquefaction around marine structures. J Waterway Port Coast Ocean Eng 55–82 Sumer BM, Ansal A, Cetin KÖ, Damgaard J, Gunbak AR, Hansen NO, Sawicki A, Synolakis CE, Yalciner AC, Yuksel Y, Zen K (2007) Earthquake-induced liquefaction around marine structures. J Waterway Port Coast Ocean Eng 55–82
9.
Zurück zum Zitat Hancox GT, Archibald GC, Cousins WJ, Perrin ND, Misra S (2013) Reconnaissance report on liquefaction effects and landslides caused by the ML 6.5 Cook Strait Earthquake of 21 July 2013. New Zealand, GNS Science Report, 42.20 pp Hancox GT, Archibald GC, Cousins WJ, Perrin ND, Misra S (2013) Reconnaissance report on liquefaction effects and landslides caused by the ML 6.5 Cook Strait Earthquake of 21 July 2013. New Zealand, GNS Science Report, 42.20 pp
10.
Zurück zum Zitat Eberhard MO, Baldridge S, Marshall J, Mooney W, Rix GJ (2010) The MW 7.0 Haiti Earthquake of January 12, 2010: USGS/EERI Advance Reconnaissance Team Report, U.S. Department of the Interior, U.S. Geological Survey, Open-File Report-1048 Eberhard MO, Baldridge S, Marshall J, Mooney W, Rix GJ (2010) The MW 7.0 Haiti Earthquake of January 12, 2010: USGS/EERI Advance Reconnaissance Team Report, U.S. Department of the Interior, U.S. Geological Survey, Open-File Report-1048
11.
Zurück zum Zitat Disfani OR, Zarch MHHA, Alikhani A (2015) Review of different repairing methods on sheet pile wharves. J Appl Environ Biol Sci 5(8S):363–367 Disfani OR, Zarch MHHA, Alikhani A (2015) Review of different repairing methods on sheet pile wharves. J Appl Environ Biol Sci 5(8S):363–367
12.
Zurück zum Zitat Werner D, Dickenson SE, Taylor CE (1997) Seismic risk reduction at ports: case studies and acceptable risk evaluation. J Waterway, Port, Coast Ocean Eng 123(6):337–346CrossRef Werner D, Dickenson SE, Taylor CE (1997) Seismic risk reduction at ports: case studies and acceptable risk evaluation. J Waterway, Port, Coast Ocean Eng 123(6):337–346CrossRef
14.
Zurück zum Zitat Suganoa T, Nozua A, Kohamaa E, Shimosakoa K, Kikuchib Y (2014) Damage to coastal structures. Jpn Geotechn Soc Soils Found 54:883–901CrossRef Suganoa T, Nozua A, Kohamaa E, Shimosakoa K, Kikuchib Y (2014) Damage to coastal structures. Jpn Geotechn Soc Soils Found 54:883–901CrossRef
15.
Zurück zum Zitat Dickenson S, Yang S, Schwarm D, Rees M (2013) Use of strong motion records to validate dynamic soil-foundation-structure interaction models for pile supported wharves. In: California Strong Motion Instrumentation Program, Seminar Proceedings Dickenson S, Yang S, Schwarm D, Rees M (2013) Use of strong motion records to validate dynamic soil-foundation-structure interaction models for pile supported wharves. In: California Strong Motion Instrumentation Program, Seminar Proceedings
16.
Zurück zum Zitat Tsuchida H, de La Fuente RH, Noda S, Valenzuela MG (1986) Damage to port facilities in Port of Valparaiso and Port of San Antonio by the March 3, 1985 earthquake in middle of Chile, 4as Jordanadas Cileanas de Sismologia e Intenieria Antisismica & International Seminar ohan the Chilean March 3, 1985 earthquake Tsuchida H, de La Fuente RH, Noda S, Valenzuela MG (1986) Damage to port facilities in Port of Valparaiso and Port of San Antonio by the March 3, 1985 earthquake in middle of Chile, 4as Jordanadas Cileanas de Sismologia e Intenieria Antisismica & International Seminar ohan the Chilean March 3, 1985 earthquake
17.
Zurück zum Zitat Dash SD, Govindaraju L, Bhattacharya S (2009) A case study of damages of the Kandla Port and Customs Office tower supported on a mat–pile foundation in liquefied soils under the 2001 Bhuj earthquake. Soil Dyn Earthquake Eng 29:333–346CrossRef Dash SD, Govindaraju L, Bhattacharya S (2009) A case study of damages of the Kandla Port and Customs Office tower supported on a mat–pile foundation in liquefied soils under the 2001 Bhuj earthquake. Soil Dyn Earthquake Eng 29:333–346CrossRef
18.
Zurück zum Zitat Sumer BM, Fredsøe J (1998) Wave scour around group of vertical piles. J Waterway, Port, Coast Ocean Eng 124(5):248–255CrossRef Sumer BM, Fredsøe J (1998) Wave scour around group of vertical piles. J Waterway, Port, Coast Ocean Eng 124(5):248–255CrossRef
19.
Zurück zum Zitat Wall H, Wadsö L (2013) Corrosion rate measurements in steel sheet pile walls in a marine environment. Marine Struct 33:21–32CrossRef Wall H, Wadsö L (2013) Corrosion rate measurements in steel sheet pile walls in a marine environment. Marine Struct 33:21–32CrossRef
20.
Zurück zum Zitat Gerwick BC (2007) Construction of marine and offshore structures, Third Edition, Chapter 2. CRC Press, Boca Raton Gerwick BC (2007) Construction of marine and offshore structures, Third Edition, Chapter 2. CRC Press, Boca Raton
21.
Zurück zum Zitat Bhattacharya S, Madabhushi G, Bolton DM (2004) An alternative mechanism of pile failure in liquefiable deposits during earthquakes. Géotechnique 54(3):203–213CrossRef Bhattacharya S, Madabhushi G, Bolton DM (2004) An alternative mechanism of pile failure in liquefiable deposits during earthquakes. Géotechnique 54(3):203–213CrossRef
23.
Zurück zum Zitat McCullough NJ, Schlechter SM, Dickenson SE (2001) Centrifuge modeling of pile-supported wharves for seismic hazards. In: Fourth international conference on recent advances in geotechnical earthquake engineering and soil dynamics and symposium n honor of Professor W.D. Liam Finn, San Diego, California, 26–31 March 2001 McCullough NJ, Schlechter SM, Dickenson SE (2001) Centrifuge modeling of pile-supported wharves for seismic hazards. In: Fourth international conference on recent advances in geotechnical earthquake engineering and soil dynamics and symposium n honor of Professor W.D. Liam Finn, San Diego, California, 26–31 March 2001
24.
Zurück zum Zitat Bhattacharya S (2003) Pile instability during earthquake liquefaction. Ph.D. thesis, University of Cambridge (U.K). Sept Bhattacharya S (2003) Pile instability during earthquake liquefaction. Ph.D. thesis, University of Cambridge (U.K). Sept
25.
Zurück zum Zitat Dash SR, Bhattacharya S (2007) Criteria for design of piled foundations in seismically liquefiable deposits. In: 4th international conference on earthquake geotechnical engineering, Paper No. 1724, 25–28 June 2007 Dash SR, Bhattacharya S (2007) Criteria for design of piled foundations in seismically liquefiable deposits. In: 4th international conference on earthquake geotechnical engineering, Paper No. 1724, 25–28 June 2007
26.
Zurück zum Zitat Davisson MT, Robinson KE (1965) Bending and Buckling of partially embedded piles. In: Proceedings of the 6th international conference in soil mechanics and foundation engineering, vol 2, pp 243–246 Davisson MT, Robinson KE (1965) Bending and Buckling of partially embedded piles. In: Proceedings of the 6th international conference in soil mechanics and foundation engineering, vol 2, pp 243–246
Metadaten
Titel
Review of Liquefaction Around Marine and Pile-Supported Wharf Structures
verfasst von
Pınar Sezin Öztürk Kardoğan
Subhamoy Bhattacharya
Copyright-Jahr
2018
DOI
https://doi.org/10.1007/978-3-319-63709-9_68