Liquefaction Resistance of a Granular Soil Containing Some Admixtures of Fines

Chu J. and Wanatowski D. (2008) Instability Conditions of Loose Sand in Plane Strain, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 134 (1), 136–142.10.1061/(ASCE)1090-0241(2008)134:1(136)Search in Google Scholar

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), 108–120.10.1061/(ASCE)1090-0241(2009)135:1(108)Search in Google Scholar

Garga V. and McKay L. (1984) Cyclic triaxial strength of mines tailings, Journal of Geotechnical Engineering, ASCE,110 (8), 1091–1105.10.1061/(ASCE)0733-9410(1984)110:8(1091)Search in Google Scholar

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), 227–243.10.1061/(ASCE)0733-950X(2006)132:4(227)Search in Google Scholar

Guo T. and Prakash S. (1999) Liquefaction of silts and silt-clay mixtures, Journal of Geotechnical and Geoenvironmental Engineering, ASCE,125 (8), 706–710.10.1061/(ASCE)1090-0241(1999)125:8(706)Search in Google Scholar

Idriss I. M. and Boulanger R. W. (2008) Soil Liquefaction during Earthquakes, Earthquake Engineering Research Institute, MNO-12, Oakland, California.Search in Google Scholar

Ishihara K. (1996) Soil Behaviour in Earthquake Geotechnics, Clarendon Press, Oxford.Search in Google Scholar

Ishihara K., Troncoso J., Kawase Y. and Takahashi Y. (1980b) Cyclic strength characteristics of tailing materials, Soils and Foundations, 20 (4), 127–142.10.3208/sandf1972.20.4_127Search in Google Scholar

Lade P. V and Yamamuro J. A. (1997) Effects of nonplastic fines on static liquefaction of sand, Canadian Geotechnical Journal, 34 (6), 918–928.10.1139/t97-052Search in Google Scholar

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), 825–830.10.1061/(ASCE)GT.1943-5606.0000806Search in Google Scholar

Sawicki A. and Mierczyński J. (2006) Developments in modelling liquefaction of granular soils, caused by cyclic loads, Applied Mechanics Reviews, ASME, 59 (2), 91–106.10.1115/1.2130362Search in Google Scholar

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), 55–82.10.1061/(ASCE)0733-950X(2007)133:1(55)Search in Google Scholar

Świdziński W. and Mierczyński J. (2009) Experimental investigations of the cyclic mobility of saturated sand (in Polish), Inżynieria Morska i Geotechnika, 4, 271–280.Search in Google Scholar

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.Search in Google Scholar

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, 183–194.10.1016/S0267-7261(02)00210-5Search in Google Scholar

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), 314–324.10.1061/(ASCE)1090-0241(2001)127:4(314)Search in Google Scholar