Modified State Parameter Evaluation of Liquefiable Sand Containing Plastic Fines
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-51951-2_10
Reference16 articles.
1. Baki, M.A.L., Rahman, M.M., Lo, S.R.: Predicting onset of cyclic instability of loose sand with fines using instability curves. Soil Dyn. Earthq. Eng. 61, 140–151 (2014). https://doi.org/10.1016/j.soildyn.2014.02.007
2. Been, K., Jefferies, M.G.: A state parameter for sands. Géotechnique 35(2), 99–112 (1985). https://doi.org/10.1680/geot.1985.35.2.99
3. Bobei, D.C., Lo, S.R., Wanatowski, D., Gnanendran, C.T., Rahman, M.M.: Modified state parameter for characterising static liquefaction of sand with fines. Can. Geotech. J. 46(3), 281–295 (2009). https://doi.org/10.1139/T08-122
4. Chien, L.K., Oh, Y.N., Chang, C.H.: Effects of fines content on liquefaction strength and dynamic settlement of reclaimed soil. Can. Geotech. J. 39(1), 254–265 (2002). https://doi.org/10.1139/t01-083
5. Hsiao, D.H., Phan, V.T.A.: Evaluation of static and dynamic properties of sand–fines mixtures through the state and equivalent state parameters. Soil Dyn. Earthq. Eng. 84, 134–144 (2016). https://doi.org/10.1016/j.soildyn.2016.02.006
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