2014
DOI: 10.1016/j.soildyn.2014.07.011
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Liquefaction resistance of Babolsar sand reinforced with randomly distributed fibers under cyclic loading

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Cited by 102 publications
(41 citation statements)
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“…This is evident from the Figures 1-3, which shows that the liquefaction resistance initially decreases with addition of fiber up to 0.075% fiber content beyond which it significantly improves liquefaction resistance. This finding is consistent with the observation made by Noorzad and Amini (2014) on Babolsar sand.…”
Section: Discussionsupporting
confidence: 94%
“…This is evident from the Figures 1-3, which shows that the liquefaction resistance initially decreases with addition of fiber up to 0.075% fiber content beyond which it significantly improves liquefaction resistance. This finding is consistent with the observation made by Noorzad and Amini (2014) on Babolsar sand.…”
Section: Discussionsupporting
confidence: 94%
“…Gao et al [7] evaluated the unconfined compressive strength of fiber reinforced clay soil. Noorzad and Fardad [8] presented liquefaction resistance of sand reinforced with randomly distributed fiber under cyclic loading. The static liquefaction of fiber reinforced sand under monotonic loading was also studied by Ibraim et al [9].…”
Section: Introductionmentioning
confidence: 99%
“…Noorzad and Amini [19] investigated the liquefaction resistance and shear modulus of loose and medium dense sands, reinforced with randomly distributed fibers. The authors selected fiber inclusion level, fiber length, relative density and confining pressure as dependent variables.…”
Section: Introductionmentioning
confidence: 99%