Liquefaction Resistance of a Granular Soil Containing Some Admixtures of Fines

• Autorzy: Sawicki A. , Mierczyński J. , Mikos A. , Sławińska J.

Identyfikatory

DOI

10.1515/heem-2015-0019

• Języki publikacji: EN

Abstrakty

EN

The paper deals with the mechanics of sand with some admixtures of fines. The basic question is whether such admixtures are liquefiable or not. Experimental results show that admixtures of fines do not essentially influence the liquefaction susceptibility of granular soils. The original experimental investigations support this conclusion.

Słowa kluczowe

EN

liquefaction; admixtures of silt; triaxial investigations

• Wydawca: Institute of Hydro-Engineering of Polish Academy of Sciences
• Czasopismo: Archives of Hydro-Engineering and Environmental Mechanics
• Rocznik: 2015
• Tom: Vol. 62, nr 1-2
• Strony: 53--64
• Opis fizyczny: Bibliogr. 16 poz., rys.

Twórcy

autor

Sawicki A.

• Institute of Hydro-Engineering, Polish Academy of Sciences, ul. Koscierska 7, 80-328 Gdansk, Poland

autor

Mierczyński J.

• Institute of Hydro-Engineering, Polish Academy of Sciences, ul. Koscierska 7, 80-328 Gdansk, Poland

autor

Mikos A.

• Institute of Hydro-Engineering, Polish Academy of Sciences, ul. Koscierska 7, 80-328 Gdansk, Poland

autor

Sławińska J.

• Institute of Hydro-Engineering, Polish Academy of Sciences, ul. Koscierska 7, 80-328 Gdansk, Poland

Bibliografia

• Chu J. and Wanatowski D. (2008) Instability Conditions of Loose Sand in Plane Strain, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 134 (1), 136–142.
• Chu J. and Wanatowski D. (2009) Effect of Loading Mode on Strain Softening and Instability Behaviour of Sand in Plane-Strain Tests, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135 (1), 108–120.
• Garga V. and McKay L. (1984) Cyclic triaxial strength of mines tailings, Journal of Geotechnical Engineering, ASCE, 110 (8), 1091–1105.
• Groot M. B. de, Bolton M. D., Foray P., Meijers P., Palmer A. C., Sandven R., Sawicki A. and Teh T. C. (2006) Physics of liquefaction phenomena around marine structures, Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE, 132 (4), 227–243. [Web of Science]
• Guo T. and Prakash S. (1999) Liquefaction of silts and silt-clay mixtures, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125 (8), 706–710.
• Idriss I. M. and Boulanger R. W. (2008) Soil Liquefaction during Earthquakes, Earthquake Engineering Research Institute, MNO-12, Oakland, California.
• Ishihara K. (1996) Soil Behaviour in Earthquake Geotechnics, Clarendon Press, Oxford.
• Ishihara K., Troncoso J., Kawase Y. and Takahashi Y. (1980b) Cyclic strength characteristics of tailing materials, Soils and Foundations, 20 (4), 127–142.
• Lade P. V and Yamamuro J. A. (1997) Effects of nonplastic fines on static liquefaction of sand, Canadian Geotechnical Journal, 34 (6), 918–928.
• Park S.-S. and Kim Y.-S. (2013) Liquefaction resistance of sands containing plastic fines with different plasticity, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 139 (5), 825–830. [Web of Science]
• Sawicki A. and Mierczyński J. (2006) Developments in modelling liquefaction of granular soils, caused by cyclic loads, Applied Mechanics Reviews, ASME, 59 (2), 91–106.
• Sumer B. M., Ansal A., Cetin K. O., Damgaard J., Gunbak A. R., Ottesen Hansen N.-E., Sawicki A., Synolakis C. E., Yalciner A. C., Yuksel Y. and Zen K. (2007) Earthquake-induced liquefaction around marine structures, Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE, 133 (1), 55–82. [Web of Science]
• Świdziński W. and Mierczyński J. (2009) Experimental investigations of the cyclic mobility of saturated sand (in Polish), Inżynieria Morska i Geotechnika, 4, 271–280.
• 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.
• Xenaki V. C. and Athanasopoulos G. A. (2003) Liquefaction resistance of sand-silt mixtures: an experimental investigation of the effect of fines, Soil Dynamics and Earthquake Engineering, 23, 183–194.
• Yamamuro J. A. and Covert K. M. (2001) Monotonic and cyclic liquefaction of very loose sands with high silt content, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127 (4), 314–324.