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Article: Field evaluation of a glass-fiber soil reinforcement system

TitleField evaluation of a glass-fiber soil reinforcement system
Authors
Yeung, ATCheng, YMTham, LGAu, ASKSo, STCChoi, YK
KeywordsFiber reinforced polymers
Field investigations
Glass fiber
Hong Kong
Pull-out resistance
Soil nailing
Soil stabilization
Issue Date2007
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/cf.html
Citation
Journal Of Performance Of Constructed Facilities, 2007, v. 21 n. 1, p. 26-34 How to Cite?
DOI: http://dx.doi.org/10.1061/(ASCE)0887-3828(2007)21:1(26)
AbstractA soil reinforcement system using the combination of glass-fiber-reinforced polymer (GFRP) pipe and pressure grouting has been developed by a Korean company. The system is being adopted as slope stabilization measures in Hong Kong. Individual GFRP pipes were designed and installed as soil nails with the exception that two-stage pressure grouting was applied instead of gravity grouting. A full-scale field evaluation on constructability and in situ performance of the system was performed in Hong Kong. The performance of the constructed nails was evaluated by pullout tests. The construction procedure, site adaptations of the Korean product made in Hong Kong, field test procedure, and performance of the constructed soil nails are reported in this paper. © 2007 ASCE.
Persistent Identifierhttp://hdl.handle.net/10722/71785
ISSN
0887-3828
2021 Impact Factor: 2.317
2020 SCImago Journal Rankings: 0.709
ISI Accession Number ID
WOS:000243573100005
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorYeung, ATen_HK
dc.contributor.authorCheng, YMen_HK
dc.contributor.authorTham, LGen_HK
dc.contributor.authorAu, ASKen_HK
dc.contributor.authorSo, STCen_HK
dc.contributor.authorChoi, YKen_HK
dc.date.accessioned2010-09-06T06:35:09Z-
dc.date.available2010-09-06T06:35:09Z-
dc.date.issued2007en_HK
dc.identifier.citationJournal Of Performance Of Constructed Facilities, 2007, v. 21 n. 1, p. 26-34en_HK
dc.identifier.issn0887-3828en_HK
dc.identifier.urihttp://hdl.handle.net/10722/71785-
dc.description.abstractA soil reinforcement system using the combination of glass-fiber-reinforced polymer (GFRP) pipe and pressure grouting has been developed by a Korean company. The system is being adopted as slope stabilization measures in Hong Kong. Individual GFRP pipes were designed and installed as soil nails with the exception that two-stage pressure grouting was applied instead of gravity grouting. A full-scale field evaluation on constructability and in situ performance of the system was performed in Hong Kong. The performance of the constructed nails was evaluated by pullout tests. The construction procedure, site adaptations of the Korean product made in Hong Kong, field test procedure, and performance of the constructed soil nails are reported in this paper. © 2007 ASCE.en_HK
dc.languageengen_HK
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/cf.htmlen_HK
dc.relation.ispartofJournal of Performance of Constructed Facilitiesen_HK
dc.rightsJournal of Performance of Constructed Facilities. Copyright © American Society of Civil Engineers.en_HK
dc.subjectFiber reinforced polymersen_HK
dc.subjectField investigationsen_HK
dc.subjectGlass fiberen_HK
dc.subjectHong Kongen_HK
dc.subjectPull-out resistanceen_HK
dc.subjectSoil nailingen_HK
dc.subjectSoil stabilizationen_HK
dc.titleField evaluation of a glass-fiber soil reinforcement systemen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0887-3828&volume=21&issue=1&spage=26&epage=34&date=2007&atitle=Field+evaluation+of+a+glass-fiber+soil+reinforcement+systemen_HK
dc.identifier.emailYeung, AT: yeungat@hku.hken_HK
dc.identifier.emailTham, LG: hrectlg@hku.hken_HK
dc.identifier.emailAu, ASK: skau@hkucc.hku.hken_HK
dc.identifier.authorityYeung, AT=rp00203en_HK
dc.identifier.authorityTham, LG=rp00176en_HK
dc.identifier.authorityAu, ASK=rp00082en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1061/(ASCE)0887-3828(2007)21:1(26)en_HK
dc.identifier.scopuseid_2-s2.0-33846316403en_HK
dc.identifier.hkuros125985en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-33846316403&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume21en_HK
dc.identifier.issue1en_HK
dc.identifier.spage26en_HK
dc.identifier.epage34en_HK
dc.identifier.isiWOS:000243573100005-
dc.publisher.placeUnited Statesen_HK
dc.identifier.scopusauthoridYeung, AT=7102390361en_HK
dc.identifier.scopusauthoridCheng, YM=7404914606en_HK
dc.identifier.scopusauthoridTham, LG=7006213628en_HK
dc.identifier.scopusauthoridAu, ASK=7005391185en_HK
dc.identifier.scopusauthoridSo, STC=15770089100en_HK
dc.identifier.scopusauthoridChoi, YK=15135131600en_HK
dc.identifier.issnl0887-3828-

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