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Wu, Chiehyu, Kiyota, Takashi (2019) Effects of specimen density and initial cyclic loading history on correlation between shear wave velocity and liquefaction resistance of Toyoura sand. Soils and Foundations, 59 (6). 2324-2330 doi:10.1016/j.sandf.2019.03.018

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Reference TypeJournal (article/letter/editorial)
TitleEffects of specimen density and initial cyclic loading history on correlation between shear wave velocity and liquefaction resistance of Toyoura sand
JournalSoils and Foundations
AuthorsWu, ChiehyuAuthor
Kiyota, TakashiAuthor
Year2019 (December)Volume59
Issue6
PublisherElsevier BV
DOIdoi:10.1016/j.sandf.2019.03.018Search in ResearchGate
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Mindat Ref. ID10732008Long-form Identifiermindat:1:5:10732008:1
GUID0
Full ReferenceWu, Chiehyu, Kiyota, Takashi (2019) Effects of specimen density and initial cyclic loading history on correlation between shear wave velocity and liquefaction resistance of Toyoura sand. Soils and Foundations, 59 (6). 2324-2330 doi:10.1016/j.sandf.2019.03.018
Plain TextWu, Chiehyu, Kiyota, Takashi (2019) Effects of specimen density and initial cyclic loading history on correlation between shear wave velocity and liquefaction resistance of Toyoura sand. Soils and Foundations, 59 (6). 2324-2330 doi:10.1016/j.sandf.2019.03.018
In(2019, December) Soils and Foundations Vol. 59 (6) Elsevier BV

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Chiaro, Gabriele, Kiyota, Takashi, Koseki, Junichi (2013) Strain localization characteristics of loose saturated Toyoura sand in undrained cyclic torsional shear tests with initial static shear. Soils and Foundations, 53 (1). 23-34 doi:10.1016/j.sandf.2012.07.016
Chiaro, Gabriele, Koseki, Junichi, Sato, Takeshi (2012) Effects of initial static shear on liquefaction and large deformation properties of loose saturated Toyoura sand in undrained cyclic torsional shear tests. Soils and Foundations, 52 (3). 498-510 doi:10.1016/j.sandf.2012.05.008
Morimoto, Tokio, Aoyagi, Yudai, Koseki, Junichi (2019) Effects of small and large shear histories on multiple liquefaction properties of sand with initial static shear. Soils and Foundations, 59 (6). 2024-2035 doi:10.1016/j.sandf.2019.11.001
Morimoto, Tokio, Aoyagi, Yudai, Koseki, Junichi (2019) Effects of induced anisotropy on multiple liquefaction properties of sand with initial static shear. Soils and Foundations, 59 (5). 1148-1159 doi:10.1016/j.sandf.2019.03.015
TOKIMATSU, KOHJI, UCHIDA, AKIHIKO (1990) Correlation between liquefaction resistance and shear wave velocity. Soils and Foundations, 30 (2). 33-42 doi:10.3208/sandf1972.30.2_33
Nelson, Fred, Okamura, Mitsu (2019) Influence of strain histories on liquefaction resistance of sand. Soils and Foundations, 59 (5). 1481-1495 doi:10.1016/j.sandf.2019.06.011
Amoly, Roozbeh Safaeian, Ishihara, Kenji, Bilsel, Huriye (2016) The relation between liquefaction resistance and shear wave velocity for new and old deposits. Soils and Foundations, 56 (3). 506-519 doi:10.1016/j.sandf.2016.04.016
Wei, Xiao, Yang, Jun (2019) Characterizing the effects of fines on the liquefaction resistance of silty sands. Soils and Foundations, 59 (6). 1800-1812 doi:10.1016/j.sandf.2019.08.010
Enomoto, Tadao (2019) Liquefaction and post-liquefaction properties of sand-silt mixtures and undisturbed silty sands. Soils and Foundations, 59 (6). 2311-2323 doi:10.1016/j.sandf.2019.09.005
Kwa, Katherine, Airey, David (2019) Effects of fines on the cyclic liquefaction behaviour in unsaturated, well-graded materials. Soils and Foundations, 59 (4). 857-873 doi:10.1016/j.sandf.2019.03.001
Wichtmann, T., Triantafyllidis, Th., Späth, L. (2019) On the influence of grain shape on the cumulative deformations in sand under drained high-cyclic loading. Soils and Foundations, 59 (1). 208-227 doi:10.1016/j.sandf.2018.11.001
 
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