File Download
 
Links for fulltext
(May Require Subscription)
 
Supplementary

Article: Field evaluation of a glass-fiber soil reinforcement system
  • Basic View
  • Metadata View
  • XML View
TitleField evaluation of a glass-fiber soil reinforcement system
 
AuthorsYeung, AT2
Cheng, YM3
Tham, LG2
Au, ASK2
So, STC2
Choi, YK1
 
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
 
CitationJournal 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.
 
ISSN0887-3828
2013 Impact Factor: 0.592
2013 SCImago Journal Rankings: 0.841
 
DOIhttp://dx.doi.org/10.1061/(ASCE)0887-3828(2007)21:1(26)
 
ISI Accession Number IDWOS:000243573100005
 
ReferencesReferences in Scopus
 
DC FieldValue
dc.contributor.authorYeung, AT
 
dc.contributor.authorCheng, YM
 
dc.contributor.authorTham, LG
 
dc.contributor.authorAu, ASK
 
dc.contributor.authorSo, STC
 
dc.contributor.authorChoi, YK
 
dc.date.accessioned2010-09-06T06:35:09Z
 
dc.date.available2010-09-06T06:35:09Z
 
dc.date.issued2007
 
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.
 
dc.description.natureLink_to_subscribed_fulltext
 
dc.identifier.citationJournal 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)
 
dc.identifier.doihttp://dx.doi.org/10.1061/(ASCE)0887-3828(2007)21:1(26)
 
dc.identifier.epage34
 
dc.identifier.hkuros125985
 
dc.identifier.isiWOS:000243573100005
 
dc.identifier.issn0887-3828
2013 Impact Factor: 0.592
2013 SCImago Journal Rankings: 0.841
 
dc.identifier.issue1
 
dc.identifier.openurl
 
dc.identifier.scopuseid_2-s2.0-33846316403
 
dc.identifier.spage26
 
dc.identifier.urihttp://hdl.handle.net/10722/71785
 
dc.identifier.volume21
 
dc.languageeng
 
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/cf.html
 
dc.publisher.placeUnited States
 
dc.relation.ispartofJournal of Performance of Constructed Facilities
 
dc.relation.referencesReferences in Scopus
 
dc.rightsJournal of Performance of Constructed Facilities. Copyright © American Society of Civil Engineers.
 
dc.subjectFiber reinforced polymers
 
dc.subjectField investigations
 
dc.subjectGlass fiber
 
dc.subjectHong Kong
 
dc.subjectPull-out resistance
 
dc.subjectSoil nailing
 
dc.subjectSoil stabilization
 
dc.titleField evaluation of a glass-fiber soil reinforcement system
 
dc.typeArticle
 
<?xml encoding="utf-8" version="1.0"?>
<item><contributor.author>Yeung, AT</contributor.author>
<contributor.author>Cheng, YM</contributor.author>
<contributor.author>Tham, LG</contributor.author>
<contributor.author>Au, ASK</contributor.author>
<contributor.author>So, STC</contributor.author>
<contributor.author>Choi, YK</contributor.author>
<date.accessioned>2010-09-06T06:35:09Z</date.accessioned>
<date.available>2010-09-06T06:35:09Z</date.available>
<date.issued>2007</date.issued>
<identifier.citation>Journal Of Performance Of Constructed Facilities, 2007, v. 21 n. 1, p. 26-34</identifier.citation>
<identifier.issn>0887-3828</identifier.issn>
<identifier.uri>http://hdl.handle.net/10722/71785</identifier.uri>
<description.abstract>A 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. &#169; 2007 ASCE.</description.abstract>
<language>eng</language>
<publisher>American Society of Civil Engineers. The Journal&apos;s web site is located at http://www.pubs.asce.org/journals/cf.html</publisher>
<relation.ispartof>Journal of Performance of Constructed Facilities</relation.ispartof>
<rights>Journal of Performance of Constructed Facilities. Copyright &#169; American Society of Civil Engineers.</rights>
<subject>Fiber reinforced polymers</subject>
<subject>Field investigations</subject>
<subject>Glass fiber</subject>
<subject>Hong Kong</subject>
<subject>Pull-out resistance</subject>
<subject>Soil nailing</subject>
<subject>Soil stabilization</subject>
<title>Field evaluation of a glass-fiber soil reinforcement system</title>
<type>Article</type>
<identifier.openurl>http://library.hku.hk:4550/resserv?sid=HKU:IR&amp;issn=0887-3828&amp;volume=21&amp;issue=1&amp;spage=26&amp;epage=34&amp;date=2007&amp;atitle=Field+evaluation+of+a+glass-fiber+soil+reinforcement+system</identifier.openurl>
<description.nature>Link_to_subscribed_fulltext</description.nature>
<identifier.doi>10.1061/(ASCE)0887-3828(2007)21:1(26)</identifier.doi>
<identifier.scopus>eid_2-s2.0-33846316403</identifier.scopus>
<identifier.hkuros>125985</identifier.hkuros>
<relation.references>http://www.scopus.com/mlt/select.url?eid=2-s2.0-33846316403&amp;selection=ref&amp;src=s&amp;origin=recordpage</relation.references>
<identifier.volume>21</identifier.volume>
<identifier.issue>1</identifier.issue>
<identifier.spage>26</identifier.spage>
<identifier.epage>34</identifier.epage>
<identifier.isi>WOS:000243573100005</identifier.isi>
<publisher.place>United States</publisher.place>
</item>
Author Affiliations
  1. Dae Won Soil Company Limited
  2. The University of Hong Kong
  3. Hong Kong Polytechnic University