PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Compaction/Liquefaction Properties of Some Model Sands

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The compaction/liquefaction characteristics of two model sands are determined experimentally. One sand (Istanbul) is used in shaking table investigations, and the other (Dundee) in geotechnical centrifuge experiments. Both types of these highly sophisticated experiments are planned to be applied to test theories of seabed liquefaction. The first step of these experiments is to determine the parameters of model soils, which is the main goal of this paper.
Słowa kluczowe
Rocznik
Strony
121--133
Opis fizyczny
Bibliogr. 13 poz., rys., tab.
Twórcy
autor
  • Institute of Hydro-Engineering, Polish Academy of Sciences, ul. Koscierska 7, 80-328 Gdansk, Poland
  • Institute of Hydro-Engineering, Polish Academy of Sciences, ul. Koscierska 7, 80-328 Gdansk, Poland
  • Institute of Hydro-Engineering, Polish Academy of Sciences, ul. Koscierska 7, 80-328 Gdansk, Poland
Bibliografia
  • Ishihara K. (1996), Soil Behaviour in Earthquake Geotechnics, Oxford Science Publications, Clarendon Press, Oxford.
  • Ishihara K., Troncoso J., Kawase Y. and Takahashi Y. (1980) Cyclic strength characteristics of tailing materials, Soils and Foundations, 20, 4, 127–142.
  • Jefferies M. and Been K. (2006) Soil Liquefaction, Taylor and Francis, London/New York.
  • Lade P. V. and Yamamuro J. A. – Eds (1999) Physics and Mechanics of Soil Liquefaction, Balkema, Rotterdam/Brookfield.
  • Papathanassiou G., Mantovani A., Tarabusi G., Rapti D., Caputo R. (2015) Assessment of liquefaction potential for two liquefaction prone areas considering the May 20, 2012 Emilia (Italy) earthquake, Engineering Geology 189, 1–16.
  • PIANC (2001) Seismic design guidelines for port structures, Balkema, Lisse/Abingdon/Exton (Pa)/Tokyo.
  • Rahman Md. Z., Siddiqua S., Kamal A. S. M. M. (2015) Liquefaction hazard mapping by liquefaction potential index for Dhaka City, Bangladesh, Engineering Geology, 188, 137–147.
  • Saada A. and Bianchini G. – Eds (1989) Constitutive Equations for Granular Non-Cohesive Soils, Balkema, Rotterdam/Brookfield.
  • Sawicki A. (1987) An engineering model for compaction of sand under cyclic loading, Engineering Transactions, 35, 4, 677–693.
  • Sawicki A. and Świdziński W. (2006) A study on liquefaction susceptibility of some soils from the coast of Marmara sea, Bulletin of the Polish Academy of Sciences, Technical Sciences, 54, 4, 405–418.
  • Sawicki A., Mierczyński J. and Świdziński W. (2014a) Basic set of experiments for determination of mechanical properties of sand, Bulletin of the Polish Academy of Sciences, Technical Sciences, 62, 1, 1–9.
  • Sawicki A., Mierczyński J., Mikos A. and Sławińska J. (2014b) Liquefaction resistance of the granular soil containing some admixtures of fines, submitted for possible publication.
  • Tsuchida H. (1970) Prediction and counter measure against the liquefaction in sand deposits (in Japanese), Seminar in the Port and Harbor Research Institute, Ministry of Transport.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-23a76183-199e-4542-ae59-cc10114c4777
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.