File Download
 
Links for fulltext
(May Require Subscription)
 
Supplementary

Article: A new laboratory apparatus for grout injection studies
  • Basic View
  • Metadata View
  • XML View
TitleA new laboratory apparatus for grout injection studies
 
AuthorsAu, SKA1
Soga, K2
Yeung, AT1
 
KeywordsCompaction grouting
Epoxy resin
Fracture grouting
Laboratory apparatus
Latex balloon
Multiple-point grout injection
Single-point grout injection
 
Issue Date2006
 
PublisherA S T M International. The Journal's web site is located at http://journalsip.astm.org/JOURNALS/GEOTECH/gtj%5Fhome.html
 
CitationGeotechnical Testing Journal, 2006, v. 29 n. 2, p. 95-101 [How to Cite?]
 
AbstractThe design, fabrication, and assembly of a new laboratory apparatus for the investigation of fundamental behavior of compaction grouting and fracture grouting are presented in this paper. Clayey soil specimens of different overconsolidation ratios can be prepared to study the grout deformation pattern, fracture pattern, and consolidation behavior of soil induced by grout injection as a function of operating parameters. Ideal compacting grouting is replicated by expanding a latex balloon placed within the soil specimen and fracture grouting by injecting epoxy resin or high water content cement bentonite grout into the soil specimen. Moreover, the apparatus can accommodate multiple-point grout injection experiments to examine the behavior of grout interactions. Illustrative results are also presented in the paper. Copyright © 2006 by ASTM International.
 
ISSN0149-6115
2013 Impact Factor: 0.605
2013 SCImago Journal Rankings: 1.084
 
ReferencesReferences in Scopus
 
DC FieldValue
dc.contributor.authorAu, SKA
 
dc.contributor.authorSoga, K
 
dc.contributor.authorYeung, AT
 
dc.date.accessioned2010-09-06T06:26:25Z
 
dc.date.available2010-09-06T06:26:25Z
 
dc.date.issued2006
 
dc.description.abstractThe design, fabrication, and assembly of a new laboratory apparatus for the investigation of fundamental behavior of compaction grouting and fracture grouting are presented in this paper. Clayey soil specimens of different overconsolidation ratios can be prepared to study the grout deformation pattern, fracture pattern, and consolidation behavior of soil induced by grout injection as a function of operating parameters. Ideal compacting grouting is replicated by expanding a latex balloon placed within the soil specimen and fracture grouting by injecting epoxy resin or high water content cement bentonite grout into the soil specimen. Moreover, the apparatus can accommodate multiple-point grout injection experiments to examine the behavior of grout interactions. Illustrative results are also presented in the paper. Copyright © 2006 by ASTM International.
 
dc.description.natureLink_to_subscribed_fulltext
 
dc.identifier.citationGeotechnical Testing Journal, 2006, v. 29 n. 2, p. 95-101 [How to Cite?]
 
dc.identifier.epage101
 
dc.identifier.hkuros114887
 
dc.identifier.issn0149-6115
2013 Impact Factor: 0.605
2013 SCImago Journal Rankings: 1.084
 
dc.identifier.issue2
 
dc.identifier.openurl
 
dc.identifier.scopuseid_2-s2.0-33747789166
 
dc.identifier.spage95
 
dc.identifier.urihttp://hdl.handle.net/10722/70821
 
dc.identifier.volume29
 
dc.languageeng
 
dc.publisherA S T M International. The Journal's web site is located at http://journalsip.astm.org/JOURNALS/GEOTECH/gtj%5Fhome.html
 
dc.publisher.placeUnited States
 
dc.relation.ispartofGeotechnical Testing Journal
 
dc.relation.referencesReferences in Scopus
 
dc.subjectCompaction grouting
 
dc.subjectEpoxy resin
 
dc.subjectFracture grouting
 
dc.subjectLaboratory apparatus
 
dc.subjectLatex balloon
 
dc.subjectMultiple-point grout injection
 
dc.subjectSingle-point grout injection
 
dc.titleA new laboratory apparatus for grout injection studies
 
dc.typeArticle
 
<?xml encoding="utf-8" version="1.0"?>
<item><contributor.author>Au, SKA</contributor.author>
<contributor.author>Soga, K</contributor.author>
<contributor.author>Yeung, AT</contributor.author>
<date.accessioned>2010-09-06T06:26:25Z</date.accessioned>
<date.available>2010-09-06T06:26:25Z</date.available>
<date.issued>2006</date.issued>
<identifier.citation>Geotechnical Testing Journal, 2006, v. 29 n. 2, p. 95-101</identifier.citation>
<identifier.issn>0149-6115</identifier.issn>
<identifier.uri>http://hdl.handle.net/10722/70821</identifier.uri>
<description.abstract>The design, fabrication, and assembly of a new laboratory apparatus for the investigation of fundamental behavior of compaction grouting and fracture grouting are presented in this paper. Clayey soil specimens of different overconsolidation ratios can be prepared to study the grout deformation pattern, fracture pattern, and consolidation behavior of soil induced by grout injection as a function of operating parameters. Ideal compacting grouting is replicated by expanding a latex balloon placed within the soil specimen and fracture grouting by injecting epoxy resin or high water content cement bentonite grout into the soil specimen. Moreover, the apparatus can accommodate multiple-point grout injection experiments to examine the behavior of grout interactions. Illustrative results are also presented in the paper. Copyright &#169; 2006 by ASTM International.</description.abstract>
<language>eng</language>
<publisher>A S T M International. The Journal&apos;s web site is located at http://journalsip.astm.org/JOURNALS/GEOTECH/gtj%5Fhome.html</publisher>
<relation.ispartof>Geotechnical Testing Journal</relation.ispartof>
<subject>Compaction grouting</subject>
<subject>Epoxy resin</subject>
<subject>Fracture grouting</subject>
<subject>Laboratory apparatus</subject>
<subject>Latex balloon</subject>
<subject>Multiple-point grout injection</subject>
<subject>Single-point grout injection</subject>
<title>A new laboratory apparatus for grout injection studies</title>
<type>Article</type>
<identifier.openurl>http://library.hku.hk:4550/resserv?sid=HKU:IR&amp;issn=0149-6115&amp;volume=29&amp;issue=2&amp;spage=95&amp;epage=101&amp;date=2006&amp;atitle=A+new+laboratory+apparatus+for+grout+injection+studies</identifier.openurl>
<description.nature>Link_to_subscribed_fulltext</description.nature>
<identifier.scopus>eid_2-s2.0-33747789166</identifier.scopus>
<identifier.hkuros>114887</identifier.hkuros>
<relation.references>http://www.scopus.com/mlt/select.url?eid=2-s2.0-33747789166&amp;selection=ref&amp;src=s&amp;origin=recordpage</relation.references>
<identifier.volume>29</identifier.volume>
<identifier.issue>2</identifier.issue>
<identifier.spage>95</identifier.spage>
<identifier.epage>101</identifier.epage>
<publisher.place>United States</publisher.place>
</item>
Author Affiliations
  1. The University of Hong Kong
  2. University of Cambridge