Skip to main content
Fachgebiete
Automobil + Motoren Bauwesen + Immobilien Business IT + Informatik Elektrotechnik + Elektronik Energie + Nachhaltigkeit Finance + Banking Management + Führung Marketing + Vertrieb Maschinenbau + Werkstoffe Versicherung + Risiko
DE
EN
Bücher
Zeitschriften
Themenseiten
Organisationspsychologie Projektmanagement Marketing Smart Manufacturing
Weitere Formate
Podcasts Webinare Technik Webinare Wirtschaft Kongresse Veranstaltungskalender Awards
Jetzt Einzelzugang starten
Zugang für Unternehmen
Referenzkunden
SLX-Digitalkonferenz: Zukunftswerkstatt 2024

Mehr Umsatz mit Top-Kontakten

Am 7. Mai erfahren Sie, wie Vertriebsteams Leadgenerierung, Leadnurturing und Leadstrategien effizient steuern können.
Erweiterte Suche
Anmelden
nach oben
Geotechnical and Geological Engineering
Erschienen in: Geotechnical and Geological Engineering 3/2007

01.06.2007 | Original Paper

Buckling of Piles under Liquefied Soil Conditions

verfasst von: K. Shanker, P. K. Basudhar, N. R. Patra

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 3/2007

Einloggen

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

search-config
loading …

Abstract

The paper pertains to the analysis of piles embedded in liquefiable soils to predict its’ critical buckling load under partial to full loss of lateral support over a portion of the pile length. The analysis is based on extension of Mindlin solution for a point load acting inside a semi infinite elastic half space. Degenerated solutions obtained by using the developed method compares very well with reported results. Parametric studies showed that the depth of liquefiable soil, degradation of soil strength on liquefaction, slenderness ratio, pile stiffness factor and end conditions have significant influence on the buckling behavior of the piles.
Vorheriger Artikel Single piles under horizontal loads in sand: determination of P–Y curves from the prebored pressuremeter test
Nächster Artikel Behaviour of model footing on pond ash

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!

Jetzt informieren

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!

Jetzt informieren
Literatur
Abdoun T, Dobry R (2002) Evaluation of pile foundation response to lateral spreading. Soil Dyn Earthq Eng 22:1051–1058CrossRef
Basudhar PK, Valsangkar AJ, Kameswara Rao NSV (1973) Flexural response of axially and laterally loaded piles in layered soils. The Bridge and Structural Engineer, J Indian National Group Int Assoc Bridge Struct Eng 3(1):27–43
Bhattacharya S, Bolton MD (2004) A fundamental omission in seismic design leading to collapse. Proceedings of the eleventh international conference on soil mechanics and foundation engineering, Berkeley, pp 1–8
Bhattacharya S, Madabhushi SPG, Bolton MD (2004) An alternative mechanism of pile failure in liquefiable deposits during earthquakes. Geotechnique 54(3):203–213CrossRef
Bhattacharya S (2004) A method to evaluate the safety of the existing piled foundations against buckling in liquefiable soils. First international conference on urban earthquake engineering, Tokyo, pp 339–346
Douglas DJ, Davis EH (1964) The movement of buried footing due to moment and horizontal load and the movement of anchor plates. Geotecnique 14:115–132
Hamada M (1992) Large ground deformations and their effects on lifelines: 1964 Niigata earthquake, case studies of liquefaction and lifeline performance during past earthquakes, Vol 1, Japanese Case Studies, Technical Report NCEER-92-0001, NCEER, Buffalo, NY
Heelis ME, Pavlovic MN, West RP (2004) The analytical prediction of the buckling loads of fully and partially embedded piles. Geotecnique 54(6):363–373
Ishihara K, Cubrinovski M (1998) Soil-pile interaction in liquefied deposits undergoing lateral spreading. In: Maric B, Lisac Z, & Szavits-Nossan A (eds) Geotechnical Hazards, Balkema: pp 51–64
Lee KL (1968) Buckling of partially embedded piles in sand, J Soil Mechanics Foundation Eng, ASCE 94(SM1):255–270
Madhav MR, Davis EH (1974) Buckling of finite beams in elastic continuum. J Eng Mechanics Div ASCE 100(EM6):1227–1236
O’Rourke TD, Meyersohn WD, Shiba Y, Chaudhuri D (1994) Evaluation of pile response to liquefaction-induced lateral spread, Technical report NCEER-94-0026, NCEER, Buffalo, NY, pp 445–455
Poulos HG (1971) Behavior of laterally loaded piles. I. Single piles. J Soil Mechanics Foundation Eng ASCE 97(SM5):711–731
Poulos, H.G. (1972) Behavior of Laterally Loaded Piles. III. Socketed piles. J Soil Mechanics Foundation Eng ASCE 98(SM4):341–360
Reddy AS, Valsangkar AJ (1970) Buckling of fully and partially embedded piles. J Soil Mechanics Foundation Eng ASCE 96(SM6):1951–1965
Toakley AR (1965) Buckling loads for elastically supported struts. J Eng Mechanics Div ASCE 91(SM3):205–231
Tokimatsu K, Mizuno H, Kakurai M (1996) Building damage associated with geotechnical problems. Soils Foundations, special issue on geotechnical aspects of the January 17, 195 Hyogoken–Nambu earthquake, January, pp 219–234
Metadaten
Titel
Buckling of Piles under Liquefied Soil Conditions
verfasst von
K. Shanker
P. K. Basudhar
N. R. Patra
Publikationsdatum
01.06.2007
Verlag
Kluwer Academic Publishers
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 3/2007
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-006-9111-6

Weitere Artikel der Ausgabe 3/2007

Geotechnical and Geological Engineering 3/2007 Zur Ausgabe

Original paper

Study on the swelling behaviour of blended clay–sand soils

Original Paper

Undrained cyclic behavior of bentonite–sand mixtures and factors affecting it

Original Paper

Collapse hazard zonation of qanats in greater Tehran area

Original Paper

Behaviour of model footing on pond ash

Original Paper

Experimental and numerical study of soil-reinforcement effects on the low-strain stiffness and bearing capacity of shallow foundations

Original Paper

Single piles under horizontal loads in sand: determination of P–Y curves from the prebored pressuremeter test