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A studyon liquefaction susceptibility of some soils from the coast of Marmara sea

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents an estimation of liquefaction susceptibility of some soils from the coast of the Marmara Sea, which was heavily striken by the Kocaeli earthquake in 1999. Firstly, the results of field investigations are summarized. Then, the results of laboratory investigations of physical and mechanical properties of the soils collated from the sites investigated are presented. The mechanical properties relate to the compaction/liquefaction model of saturated soils. This model is briefly outlined, then respective experimental procedures dealing with its calibration described, and values of material parameters listed. Liquefaction potential of investigated soils is analysed using standard procedures, based on the grain size distribution curves and SPTs. Finally, the simulation of pore-pressure generation and onset of liquefaction of Turkish soils is carried out, using the compaction/liquefaction model. Discussion of some standard empirical procedures of estimation of liquefaction potential of saturated soils, conducted from the analytical point of view, is also presented.
Rocznik
Strony
405--418
Opis fizyczny
Bibliogr. 21 poz., rys., tab.
Twórcy
autor
  • Institute of Hydro-Engineering, Polish Academy of Science s, 7 Kościerska St., 80-328 Gdańsk-Oliwa, Poland, as@ibwpan.gda.pl
Bibliografia
  • [1] A.S. Cakmak, “Soil dynamics and liquefaction”, Developments in Geotechnical Engineering 42, 378 (1987).
  • [2] K. Ishihara, Soil Behaviour in Earthquake Geotechnics, Oxford: Clarendon Press, 1996.
  • [3] P.V. Lade and J.A. Yamamura, Physics and Mechanics of Soil Liquefaction, Balkema, Rotterdam, 1999.
  • [4] R.Y.S. Pak, and J. Yamamura, Soil Dynamics and Liquefaction, Geotechnical Special Publication, ASCE and GeoInstitute, Denver, 2000.
  • [5] A. Sawicki and J. Mierczy´nski, “Development in modelling liquefaction of granular soils caused by cyclic loads”, Applied Mechanics Reviews, 59, 91–106 (2006).
  • [6] T.L. Youd, J.P. Bardet, and J.D. Bray, “Earthquake of August 17, 1999 Kocaelli. Reconnaisance report”, Earthquake 16, (2000).
  • [7] B.M. Sumer, A. Kaya, and N.E. Ottesen Hansen, “Impact of liquefaction on coastal structures in the 1999 Kocaeli, Turkey earthquake”, Proc. 12th Int. Offshore and Polar Eng. Conf : II, 504–511 (2002).
  • [8] Y. Yuksel, B. Alpar, A.C. Yalciner, E. Cevik, O. Ozguven, and Y. Celikoglu, “Effects of the Eastern Marmara earthquake on the marine structures and coastal areas”, Proc. Institution of Civil Engineers. Water and Maritime Engineering 154, 1–17 (2003).
  • [9] A. Sawicki, “An engineering model for compaction of sand under cyclic loading”, Engineering Transactions 35(4), 677–693 (1987).
  • [10] A. Sawicki, “Modelling earthquake-induced phenomena in the Izmit Bay coastal area”, Cyclic Behaviour of Soils and Liquefaction Phenomena, Balhema 431–440 (2004).
  • [11] A. Sawicki and W. ´Swidzi´nski, “Liquefaction and settlements of backfill behind quay-walls caused by seismic loads”, Cyclic Behaviour of Soils and Liquefaction Phenomena, Balhema 441–448 (2004).
  • [12] T.L. Youd, M.L. Idriss, R.D. Andrus, I. Argano, G. Castro, J.T. Christian, R. Dobry, W.D.L. Finn, L.F. Harder, M.E. Hynes, K. Ishihara, J.P. Koester, S.S.C. Liao, F.W. Marcuson, G.R. Martin, J.K. Mitchell, Y. Moriwaki, M.S. Power, P.K. Robertson, R.B. Seed, and K.H. Stokoe, “Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils”, J. Geotech. Eng. ASCE 127 (10), 817–833 (2001).
  • [13] PIANC 2001, Seismic Design Guidelines for Port Structures, Balkema, Lisse/Abingdon, 2001.
  • [14] P. Foray, “Liquefaction of soils”, Proc. of B.E.S.T. School on Natural Hazards and Infrastructures, Grenoble, 2002.
  • [15] S. Liao, and R.V. Whitman, “Overburden correction factors for SPT in sand”, J. Geotech. Eng. ASCE 112 (3), 373–377 (1986).
  • [16] A. Sawicki, and W. ´Swidziński, “Mechanics of a sandy subsoil subjected to cyclic loadings”, Int. J. Numerical Analytical Methods in Geomechanics 13, 511–529 (1989).
  • [17] A. Sawicki, “Elasto-plastic interpretation of oedometric test”, Arch. Hydro-Engineering and Environ. Mech. 41 (1–2), 111–131 (1994).
  • [18] A. Sawicki andW. ´Swidziński, “Elastic moduli of non-cohesive particulate materials”, Powder Technology 96, 24–32 (1998).
  • [19] H.B. Seed and I.M. Idriss, “Simplified procedure for evaluating soil liquefaction potential”, J. Soil Mechanics and Foundations Division, ASCE 97 (SM9), 1249–1273 (1971).
  • [20] J. Przewłócki and W. Knabe, “Settlement of a soil stratum subjected to an earthquake”, Int. J. Numerical Analytical Methods in Geomechanics 19, 813–821 (1995).
  • [21] B.M. Das, Fundamentals of Soil Dynamics, Elsevier, Oxford, 1983.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPG5-0016-0026
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