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Article: Laboratory study of feasibility of compaction grouting of soil

TitleLaboratory study of feasibility of compaction grouting of soil
Authors
KeywordsCompaction grouting
Feasibility
Laboratory experiment
New apparatus
Soil improvement
Issue Date2011
PublisherTaylor & Francis Ltd. The Journal's web site is located at http://www.tandf.co.uk/journals/titles/17486025.asp
Citation
Geomechanics And Geoengineering, 2011, v. 6 n. 1, p. 1-8 How to Cite?
AbstractCompaction grouting has been utilized for various ground improvement applications in geotechnical engineering. However, there is no standard laboratory method or experimental procedure to determine the feasibility of compaction grouting of soil. Therefore, decision on the adoption of the technology and choices of operation parameters are based on past experience and empirical rules of thumb. A new laboratory apparatus and new experimental procedures were developed to establish the feasibility of compaction grouting of soil. The concept is analogous to the Proctor test for compaction. The relationship between the input grouting energy and the resulting compaction as a function of initial water content and relative compaction of the soil is quantified experimentally. The quantification can provide the necessary data for the geotechnical engineer to evaluate the viability and applicability of compaction grouting for their specific project needs. The design, fabrication, and assembly of the new apparatus are presented with results to demonstrate the workability of the apparatus. © 2011 Taylor & Francis.
Persistent Identifierhttp://hdl.handle.net/10722/142334
ISSN
2015 SCImago Journal Rankings: 0.558
References

 

DC FieldValueLanguage
dc.contributor.authorYeung, ATen_HK
dc.contributor.authorSo, STCen_HK
dc.contributor.authorAu, SKAen_HK
dc.contributor.authorLee, TKen_HK
dc.date.accessioned2011-10-28T02:43:25Z-
dc.date.available2011-10-28T02:43:25Z-
dc.date.issued2011en_HK
dc.identifier.citationGeomechanics And Geoengineering, 2011, v. 6 n. 1, p. 1-8en_HK
dc.identifier.issn1748-6025en_HK
dc.identifier.urihttp://hdl.handle.net/10722/142334-
dc.description.abstractCompaction grouting has been utilized for various ground improvement applications in geotechnical engineering. However, there is no standard laboratory method or experimental procedure to determine the feasibility of compaction grouting of soil. Therefore, decision on the adoption of the technology and choices of operation parameters are based on past experience and empirical rules of thumb. A new laboratory apparatus and new experimental procedures were developed to establish the feasibility of compaction grouting of soil. The concept is analogous to the Proctor test for compaction. The relationship between the input grouting energy and the resulting compaction as a function of initial water content and relative compaction of the soil is quantified experimentally. The quantification can provide the necessary data for the geotechnical engineer to evaluate the viability and applicability of compaction grouting for their specific project needs. The design, fabrication, and assembly of the new apparatus are presented with results to demonstrate the workability of the apparatus. © 2011 Taylor & Francis.en_HK
dc.languageengen_US
dc.publisherTaylor & Francis Ltd. The Journal's web site is located at http://www.tandf.co.uk/journals/titles/17486025.aspen_HK
dc.relation.ispartofGeomechanics and Geoengineeringen_HK
dc.subjectCompaction groutingen_HK
dc.subjectFeasibilityen_HK
dc.subjectLaboratory experimenten_HK
dc.subjectNew apparatusen_HK
dc.subjectSoil improvementen_HK
dc.titleLaboratory study of feasibility of compaction grouting of soilen_HK
dc.typeArticleen_HK
dc.identifier.emailYeung, AT:yeungat@hkucc.hku.hken_HK
dc.identifier.authorityYeung, AT=rp00203en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1080/17486025.2010.522256en_HK
dc.identifier.scopuseid_2-s2.0-79951646488en_HK
dc.identifier.hkuros184643en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-79951646488&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume6en_HK
dc.identifier.issue1en_HK
dc.identifier.spage1en_HK
dc.identifier.epage8en_HK
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridYeung, AT=7102390361en_HK
dc.identifier.scopusauthoridSo, STC=15770089100en_HK
dc.identifier.scopusauthoridAu, SKA=7005457687en_HK
dc.identifier.scopusauthoridLee, TK=37010361400en_HK

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