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Article: New soil nail material - Pilot study of grouted GFRP pipe nails in Korea and Hong Kong

TitleNew soil nail material - Pilot study of grouted GFRP pipe nails in Korea and Hong Kong
Authors
KeywordsFiber reinforced polymers
Hong Kong
Korea
Material properties
Soil nailing
Issue Date2009
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/mt.html
Citation
Journal Of Materials In Civil Engineering, 2009, v. 21 n. 3, p. 93-102 How to Cite?
Abstract
The current method of steel bar soil nail construction is both labor intensive as well as expensive and many engineers are considering the use of new soil nail materials. In the present pilot test, an innovative soil nail is constructed by light weight high strength glass fiber-reinforced plastic (GFRP) pipe with the Tube a' Manchette grouting technique. It is found that this new soil nail system can be handled easily on sites with difficult access. Extensive laboratory as well as field tests were carried out on the GFRP pipe nails and the grouted soil mass and numerical modeling of a field test was performed. The installation of the GFRP pipe, laboratory, and field test results that were carried out in Hong Kong and Korea are discussed in this paper. © 2009 ASCE.
Persistent Identifierhttp://hdl.handle.net/10722/58578
ISSN
2013 Impact Factor: 1.322
2013 SCImago Journal Rankings: 1.317
ISI Accession Number ID
Funding AgencyGrant Number
Dae Won Soil Company of South Korea
LMM Consulting Engineers Ltd
Fong On Geo-technics
Heung Wing Engineering Co. of Hong Kong
Funding Information:

The writers are grateful for support from Dae Won Soil Company of South Korea; LMM Consulting Engineers Ltd., Fong On Geo-technics, and Heung Wing Engineering Co. of Hong Kong. Their support transformed an idea into a reality.

References

 

Author Affiliations
  1. Dae Won Soil Company Limited
  2. The University of Hong Kong
  3. Hong Kong Polytechnic University
DC FieldValueLanguage
dc.contributor.authorCheng, YMen_HK
dc.contributor.authorChoi, YKen_HK
dc.contributor.authorYeung, ATen_HK
dc.contributor.authorTham, LGen_HK
dc.contributor.authorAu, ASKen_HK
dc.contributor.authorWei, WBen_HK
dc.contributor.authorChen, Jen_HK
dc.date.accessioned2010-05-31T03:32:49Z-
dc.date.available2010-05-31T03:32:49Z-
dc.date.issued2009en_HK
dc.identifier.citationJournal Of Materials In Civil Engineering, 2009, v. 21 n. 3, p. 93-102en_HK
dc.identifier.issn0899-1561en_HK
dc.identifier.urihttp://hdl.handle.net/10722/58578-
dc.description.abstractThe current method of steel bar soil nail construction is both labor intensive as well as expensive and many engineers are considering the use of new soil nail materials. In the present pilot test, an innovative soil nail is constructed by light weight high strength glass fiber-reinforced plastic (GFRP) pipe with the Tube a' Manchette grouting technique. It is found that this new soil nail system can be handled easily on sites with difficult access. Extensive laboratory as well as field tests were carried out on the GFRP pipe nails and the grouted soil mass and numerical modeling of a field test was performed. The installation of the GFRP pipe, laboratory, and field test results that were carried out in Hong Kong and Korea are discussed in this paper. © 2009 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/mt.htmlen_HK
dc.relation.ispartofJournal of Materials in Civil Engineeringen_HK
dc.rightsJournal of Materials in Civil Engineering. Copyright © American Society of Civil Engineers.en_HK
dc.subjectFiber reinforced polymersen_HK
dc.subjectHong Kongen_HK
dc.subjectKoreaen_HK
dc.subjectMaterial propertiesen_HK
dc.subjectSoil nailingen_HK
dc.titleNew soil nail material - Pilot study of grouted GFRP pipe nails in Korea and Hong Kongen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0899-1561&volume=21&issue=3&spage=93&epage=102&date=2009&atitle=New+soil+nail+material+-+Pilot+study+of+grouted+GFRP+pipe+nails+in+Korea+and+Hong+Kongen_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)0899-1561(2009)21:3(93)en_HK
dc.identifier.scopuseid_2-s2.0-60649091310en_HK
dc.identifier.hkuros154634en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-60649091310&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume21en_HK
dc.identifier.issue3en_HK
dc.identifier.spage93en_HK
dc.identifier.epage102en_HK
dc.identifier.isiWOS:000263400100001-
dc.publisher.placeUnited Statesen_HK
dc.identifier.scopusauthoridCheng, YM=7404914606en_HK
dc.identifier.scopusauthoridChoi, YK=15135131600en_HK
dc.identifier.scopusauthoridYeung, AT=7102390361en_HK
dc.identifier.scopusauthoridTham, LG=7006213628en_HK
dc.identifier.scopusauthoridAu, ASK=7005391185en_HK
dc.identifier.scopusauthoridWei, WB=15830735000en_HK
dc.identifier.scopusauthoridChen, J=35200243000en_HK

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