Limited flow characteristics of sand with fines under cyclic loading

References

• Bobei , D. 2004 . Static liquefaction of sand with a small amount of fines , Canberra, , Australia : University of New South Wales at Australian Defence Force Academy . Thesis (PhD)
   Google Scholar
• Chu , J. and Leong , W.K. 2002 . Effect of fines on instability behaviour of loose sand . Géotechnique , 52 ( 10 ) : 751 – 755 .
   Web of Science ®Google Scholar
• Chu , J. and Lo , S.R. 1993 . On the measurement of critical state parameters of dense granular soils . Geotechnical Testing Journal , 16 ( 1 ) : 27 – 35 .
   Google Scholar
• Gennaro , V.D. , Canou , J. , Dupla , J.C. and Benahmed , N. 2004 . Influence of loading path on the undrained behaviour of a medium loose sand . Canadian Geotechnical Journal , 41 ( 1 ) : 166
   Google Scholar
• Georgiannou , V.N. , Hight , D.W. and Burland , J.B. 1991 . Behaviour of clayey sands under undrained cyclic triaxial loading . Géotechnique , 41 ( 3 ) : 383 – 393 .
   Web of Science ®Google Scholar
• Konrad , J.M. 1993 . Undrained response of loosely compacted sands during monotonic and cyclic compression tests . Géotechnique , 43 ( 1 ) : 69 – 89 .
   Web of Science ®Google Scholar
• Lo , S.R. and Chen , K. 1999 . Strain response of granular materials in stress path cyclic triaxial testing . Journal of Transportation Research Record , : 66 – 74 .
   Google Scholar
• Lo , S.R. and Wardani , S.P.R. 2002 . Strength and dilatancy of a silt stabilized by cement and fly ash mixture . Canadian Geotechnical Journal , 39 ( 1 ) : 77
   Web of Science ®Google Scholar
• Lo , S.R. , Chu , J. and Lee , I.K. 1989 . A Technique for reducing membrane penetration and bedding errors . Geotechnical Testing Journal , 12 ( 4 ) : 311 – 316 .
   Google Scholar
• Mohamad , R. and Dobry , R. 1986 . Undrained monotonic and cyclic triaxial strength of sand . Journal of Geotechnical Engineering , 112 ( 10 ) : 941 – 958 .
   Google Scholar
• Rahman , M.M. and Lo , S.R. . Equivalent granular void ratio and state parameters for loose clean sand with small amount of fines . 10th Australia New Zealand Conference on Geomechanics . Brisbane, Australia. pp. 674 – 679 .
   Google Scholar
• Rahman , M.M. and Lo , S.R. . On intergranular void ratio of loose sand with small amount of fines . 16th South East Asian Geotechnical Conference . Kuala Lumpur, Malaysia. pp. 255 – 260 .
   Google Scholar
• Rahman , M.M. and Lo , S.R. . Effect of sand gradation and fines type on the liquefaction behaviour of sand-fines mixtures . 4th decennial Geotechnical Earthquake Engineering and Soil Dynamics Conference, GSP-181, ASCE . Sacramento, CA, USA.
   Google Scholar
• Rahman , M.M. and Lo , S.R. 2008b . The prediction of equivalent granular steady state line of loose sand with fines . Geomechanics and Geoengineering , 3 ( 3 ) : 179 – 190 . doi:10.1080/17486020802206867
   Google Scholar
• Rahman , M.M. , Lo , S.R. and Gnanendran , C.T. 2008 . On equivalent granular void ratio and steady state behaviour of loose sand with fines . Canadian Geotechnical Journal , 45 ( 10 ) : 1439 – 1455 . doi:10.1139/T08-064
   Web of Science ®Google Scholar
• Thevanayagam , S. 1998 . Effect of fines and confining stress on undrained shear strength of silty sands . Journal of Geotechnical and Geoenvironmental Engineering , 124 ( 6 ) : 479 – 491 .
   Web of Science ®Google Scholar
• Vaid , Y.P. and Sivathayalan , S. 2000 . Fundamental factors affecting liquefaction susceptibility of sands . Canadian Geotechnical Journal , 37 ( 3 ) : 592 – 606 .
   Web of Science ®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 , 127 ( 4 ) : 314 – 324 .
   Web of Science ®Google Scholar