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Article: Influence of non-plastic fines on the response of a silty sand to cyclic loading

TitleInfluence of non-plastic fines on the response of a silty sand to cyclic loading
Authors
KeywordsCyclic resistance
Limiting fines content
Liquefaction
Pore water pressure generation
Sand
State parameter
Issue Date2010
PublisherJapanese Geotechnical Society. The Journal's web site is located at https://www.jiban.or.jp/e/soils-and-foundations/
Citation
Soils And Foundations, 2010, v. 50 n. 5, p. 695-704 How to Cite?
AbstractData from cyclic loading tests on sand-fine mixtures made of Ahmedabad sand and quarry dust are presented. Tests were performed at constant void ratio, constant relative density and constant sand skeleton void ratio, for a variety of fines contents. Instead of looking at the direct effect of fines content on the cyclic response of the sand-fine mixtures, a novel approach of analysing the cyclic test data is proposed, by normalising these data with respect to state. The important difference with other similar work on plain sand is that the reference line for normalising must take account of the fines content. Simple definitions of equivalent void ratio, which take account of fines content, have been used. The results presented indicate that state plays an important role in defining the cyclic resistance ratio and pore water pressure generation during cyclic loading.
Persistent Identifierhttp://hdl.handle.net/10722/133610
ISSN
2015 Impact Factor: 1.238
2015 SCImago Journal Rankings: 1.623
ISI Accession Number ID
Funding AgencyGrant Number
Ministry of Earth Sciences, formerly Department of Science and Technology (Seismology Division), Ministry of Science and Technology, Government of India, New Delhi
Funding Information:

The work reported in this technical paper was carried out with financial assistance through sponsorship from the Ministry of Earth Sciences, formerly Department of Science and Technology (Seismology Division), Ministry of Science and Technology, Government of India, New Delhi. The authors gratefully acknowledge the support provided by the Ministry.

References

 

DC FieldValueLanguage
dc.contributor.authorDash, HKen_HK
dc.contributor.authorSitharam, TGen_HK
dc.contributor.authorBaudet, BAen_HK
dc.date.accessioned2011-05-24T02:11:50Z-
dc.date.available2011-05-24T02:11:50Z-
dc.date.issued2010en_HK
dc.identifier.citationSoils And Foundations, 2010, v. 50 n. 5, p. 695-704en_HK
dc.identifier.issn0038-0806en_HK
dc.identifier.urihttp://hdl.handle.net/10722/133610-
dc.description.abstractData from cyclic loading tests on sand-fine mixtures made of Ahmedabad sand and quarry dust are presented. Tests were performed at constant void ratio, constant relative density and constant sand skeleton void ratio, for a variety of fines contents. Instead of looking at the direct effect of fines content on the cyclic response of the sand-fine mixtures, a novel approach of analysing the cyclic test data is proposed, by normalising these data with respect to state. The important difference with other similar work on plain sand is that the reference line for normalising must take account of the fines content. Simple definitions of equivalent void ratio, which take account of fines content, have been used. The results presented indicate that state plays an important role in defining the cyclic resistance ratio and pore water pressure generation during cyclic loading.en_HK
dc.languageengen_US
dc.publisherJapanese Geotechnical Society. The Journal's web site is located at https://www.jiban.or.jp/e/soils-and-foundations/en_HK
dc.relation.ispartofSoils and Foundationsen_HK
dc.subjectCyclic resistanceen_HK
dc.subjectLimiting fines contenten_HK
dc.subjectLiquefactionen_HK
dc.subjectPore water pressure generationen_HK
dc.subjectSanden_HK
dc.subjectState parameteren_HK
dc.titleInfluence of non-plastic fines on the response of a silty sand to cyclic loadingen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0038-0806&volume=50&spage=695&epage=704&date=2010&atitle=Influence+of+non-plastic+fines+on+the+response+of+a+silty+sand+to+cyclic+loadingen_US
dc.identifier.emailBaudet, BA:baudet@hku.hken_HK
dc.identifier.authorityBaudet, BA=rp01303en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.3208/sandf.50.695en_HK
dc.identifier.scopuseid_2-s2.0-79959322297en_HK
dc.identifier.hkuros185244en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-79959322297&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume50en_HK
dc.identifier.issue5en_HK
dc.identifier.spage695en_HK
dc.identifier.epage704en_HK
dc.identifier.eissn1881-1418-
dc.identifier.isiWOS:000287541400011-
dc.publisher.placeJapanen_HK
dc.identifier.scopusauthoridDash, HK=26641863300en_HK
dc.identifier.scopusauthoridSitharam, TG=6701641869en_HK
dc.identifier.scopusauthoridBaudet, BA=15841467600en_HK

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