Silica Fume Effect on Engineering Properties of Superfine Cement–Grouted Sands

AbstractIn this experimental study, the effect of silica fume on the grouting performance of superfine cement and the engineering properties of grouted sand was examined. The experiments were first launched with rheological property determination tests. Bleeding, setting time, and viscosity tests we...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of materials in civil engineering 2019-11, Vol.31 (11)
1. Verfasser: Avci, Eyubhan
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page
container_issue 11
container_start_page
container_title Journal of materials in civil engineering
container_volume 31
creator Avci, Eyubhan
description AbstractIn this experimental study, the effect of silica fume on the grouting performance of superfine cement and the engineering properties of grouted sand was examined. The experiments were first launched with rheological property determination tests. Bleeding, setting time, and viscosity tests were performed on superfine-cement suspensions with or without silica fume in different water/cement (W/C) ratios. Then, groutability tests were performed on fine to medium sand mixtures prepared in various gradations. Finally, unconfined compression strength (UCS) and falling-head permeability tests were performed on the samples that were successful in the grout test at different time intervals. With the addition of silica fume to superfine cement, the initial and final setting times as well as viscosity values increased, whereas bleeding values decreased. With the addition of silica fume to the superfine cement, the groutability slightly decreased, but the grouting pressure values increased. With the addition of silica fume to superfine cement, UCS values increased, although the permeability values decreased. Sand samples grouted with a superfine-cement suspension with silica fume additive gained strength later than sand samples grouted with superfine-cement suspensions with no additive. Experimental studies have shown that the addition of silica fume to superfine cement improves the engineering properties of the grouted sands.
doi_str_mv 10.1061/(ASCE)MT.1943-5533.0002928
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2279942688</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2279942688</sourcerecordid><originalsourceid>FETCH-LOGICAL-a376t-1738a0818418b8e3d2301c9c1ccaf1af73d7ee671e6b6c5ce25d33dea49de8723</originalsourceid><addsrcrecordid>eNp1kEtOwzAQhi0EEqVwBws2sEjxI3FsdlWVFqRWVEpZW64zrlK1SbGTBTvuwA05CYnKY8VqNDP_NyN9CF1TMqJE0PvbcT7J7harEVUxj5KE8xEhhCkmT9Dgd3aKBkQqFdFE0HN0EcK2C3ESkwFa5uWutAZP2z3gzDmwDa4rnFWbsgLwZbXBS18fwDclBFw7nLdd47olnsAequbz_WPm67aBAuemKsIlOnNmF-Dquw7RyzRbTR6j-fPsaTKeR4anooloyqUhksqYyrUEXjBOqFWWWmscNS7lRQogUgpiLWxigSUF5wWYWBUgU8aH6OZ49-Dr1xZCo7d166vupWYsVSpmQsou9XBMWV-H4MHpgy_3xr9pSnRvUOveoF6sdG9L97b0t8EOFkfYBAt_53_I_8Evg0Z2CA</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2279942688</pqid></control><display><type>article</type><title>Silica Fume Effect on Engineering Properties of Superfine Cement–Grouted Sands</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Avci, Eyubhan</creator><creatorcontrib>Avci, Eyubhan</creatorcontrib><description>AbstractIn this experimental study, the effect of silica fume on the grouting performance of superfine cement and the engineering properties of grouted sand was examined. The experiments were first launched with rheological property determination tests. Bleeding, setting time, and viscosity tests were performed on superfine-cement suspensions with or without silica fume in different water/cement (W/C) ratios. Then, groutability tests were performed on fine to medium sand mixtures prepared in various gradations. Finally, unconfined compression strength (UCS) and falling-head permeability tests were performed on the samples that were successful in the grout test at different time intervals. With the addition of silica fume to superfine cement, the initial and final setting times as well as viscosity values increased, whereas bleeding values decreased. With the addition of silica fume to the superfine cement, the groutability slightly decreased, but the grouting pressure values increased. With the addition of silica fume to superfine cement, UCS values increased, although the permeability values decreased. Sand samples grouted with a superfine-cement suspension with silica fume additive gained strength later than sand samples grouted with superfine-cement suspensions with no additive. Experimental studies have shown that the addition of silica fume to superfine cement improves the engineering properties of the grouted sands.</description><identifier>ISSN: 0899-1561</identifier><identifier>EISSN: 1943-5533</identifier><identifier>DOI: 10.1061/(ASCE)MT.1943-5533.0002928</identifier><language>eng</language><publisher>New York: American Society of Civil Engineers</publisher><subject>Bleeding ; Building materials ; Cement ; Civil engineering ; Compression tests ; Compressive strength ; Grout ; Grouting ; Permeability ; Permeability tests ; Properties (attributes) ; Rheological properties ; Sand ; Silica fume ; Silicon dioxide ; Technical Papers ; Ultrafines ; Viscosity ; Water-cement ratio</subject><ispartof>Journal of materials in civil engineering, 2019-11, Vol.31 (11)</ispartof><rights>2019 American Society of Civil Engineers</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a376t-1738a0818418b8e3d2301c9c1ccaf1af73d7ee671e6b6c5ce25d33dea49de8723</citedby><cites>FETCH-LOGICAL-a376t-1738a0818418b8e3d2301c9c1ccaf1af73d7ee671e6b6c5ce25d33dea49de8723</cites><orcidid>0000-0001-7206-0158</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)MT.1943-5533.0002928$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)MT.1943-5533.0002928$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,75936,75944</link.rule.ids></links><search><creatorcontrib>Avci, Eyubhan</creatorcontrib><title>Silica Fume Effect on Engineering Properties of Superfine Cement–Grouted Sands</title><title>Journal of materials in civil engineering</title><description>AbstractIn this experimental study, the effect of silica fume on the grouting performance of superfine cement and the engineering properties of grouted sand was examined. The experiments were first launched with rheological property determination tests. Bleeding, setting time, and viscosity tests were performed on superfine-cement suspensions with or without silica fume in different water/cement (W/C) ratios. Then, groutability tests were performed on fine to medium sand mixtures prepared in various gradations. Finally, unconfined compression strength (UCS) and falling-head permeability tests were performed on the samples that were successful in the grout test at different time intervals. With the addition of silica fume to superfine cement, the initial and final setting times as well as viscosity values increased, whereas bleeding values decreased. With the addition of silica fume to the superfine cement, the groutability slightly decreased, but the grouting pressure values increased. With the addition of silica fume to superfine cement, UCS values increased, although the permeability values decreased. Sand samples grouted with a superfine-cement suspension with silica fume additive gained strength later than sand samples grouted with superfine-cement suspensions with no additive. Experimental studies have shown that the addition of silica fume to superfine cement improves the engineering properties of the grouted sands.</description><subject>Bleeding</subject><subject>Building materials</subject><subject>Cement</subject><subject>Civil engineering</subject><subject>Compression tests</subject><subject>Compressive strength</subject><subject>Grout</subject><subject>Grouting</subject><subject>Permeability</subject><subject>Permeability tests</subject><subject>Properties (attributes)</subject><subject>Rheological properties</subject><subject>Sand</subject><subject>Silica fume</subject><subject>Silicon dioxide</subject><subject>Technical Papers</subject><subject>Ultrafines</subject><subject>Viscosity</subject><subject>Water-cement ratio</subject><issn>0899-1561</issn><issn>1943-5533</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNp1kEtOwzAQhi0EEqVwBws2sEjxI3FsdlWVFqRWVEpZW64zrlK1SbGTBTvuwA05CYnKY8VqNDP_NyN9CF1TMqJE0PvbcT7J7harEVUxj5KE8xEhhCkmT9Dgd3aKBkQqFdFE0HN0EcK2C3ESkwFa5uWutAZP2z3gzDmwDa4rnFWbsgLwZbXBS18fwDclBFw7nLdd47olnsAequbz_WPm67aBAuemKsIlOnNmF-Dquw7RyzRbTR6j-fPsaTKeR4anooloyqUhksqYyrUEXjBOqFWWWmscNS7lRQogUgpiLWxigSUF5wWYWBUgU8aH6OZ49-Dr1xZCo7d166vupWYsVSpmQsou9XBMWV-H4MHpgy_3xr9pSnRvUOveoF6sdG9L97b0t8EOFkfYBAt_53_I_8Evg0Z2CA</recordid><startdate>20191101</startdate><enddate>20191101</enddate><creator>Avci, Eyubhan</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0001-7206-0158</orcidid></search><sort><creationdate>20191101</creationdate><title>Silica Fume Effect on Engineering Properties of Superfine Cement–Grouted Sands</title><author>Avci, Eyubhan</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a376t-1738a0818418b8e3d2301c9c1ccaf1af73d7ee671e6b6c5ce25d33dea49de8723</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Bleeding</topic><topic>Building materials</topic><topic>Cement</topic><topic>Civil engineering</topic><topic>Compression tests</topic><topic>Compressive strength</topic><topic>Grout</topic><topic>Grouting</topic><topic>Permeability</topic><topic>Permeability tests</topic><topic>Properties (attributes)</topic><topic>Rheological properties</topic><topic>Sand</topic><topic>Silica fume</topic><topic>Silicon dioxide</topic><topic>Technical Papers</topic><topic>Ultrafines</topic><topic>Viscosity</topic><topic>Water-cement ratio</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Avci, Eyubhan</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of materials in civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Avci, Eyubhan</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Silica Fume Effect on Engineering Properties of Superfine Cement–Grouted Sands</atitle><jtitle>Journal of materials in civil engineering</jtitle><date>2019-11-01</date><risdate>2019</risdate><volume>31</volume><issue>11</issue><issn>0899-1561</issn><eissn>1943-5533</eissn><abstract>AbstractIn this experimental study, the effect of silica fume on the grouting performance of superfine cement and the engineering properties of grouted sand was examined. The experiments were first launched with rheological property determination tests. Bleeding, setting time, and viscosity tests were performed on superfine-cement suspensions with or without silica fume in different water/cement (W/C) ratios. Then, groutability tests were performed on fine to medium sand mixtures prepared in various gradations. Finally, unconfined compression strength (UCS) and falling-head permeability tests were performed on the samples that were successful in the grout test at different time intervals. With the addition of silica fume to superfine cement, the initial and final setting times as well as viscosity values increased, whereas bleeding values decreased. With the addition of silica fume to the superfine cement, the groutability slightly decreased, but the grouting pressure values increased. With the addition of silica fume to superfine cement, UCS values increased, although the permeability values decreased. Sand samples grouted with a superfine-cement suspension with silica fume additive gained strength later than sand samples grouted with superfine-cement suspensions with no additive. Experimental studies have shown that the addition of silica fume to superfine cement improves the engineering properties of the grouted sands.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)MT.1943-5533.0002928</doi><orcidid>https://orcid.org/0000-0001-7206-0158</orcidid></addata></record>
fulltext fulltext
identifier ISSN: 0899-1561
ispartof Journal of materials in civil engineering, 2019-11, Vol.31 (11)
issn 0899-1561
1943-5533
language eng
recordid cdi_proquest_journals_2279942688
source American Society of Civil Engineers:NESLI2:Journals:2014
subjects Bleeding
Building materials
Cement
Civil engineering
Compression tests
Compressive strength
Grout
Grouting
Permeability
Permeability tests
Properties (attributes)
Rheological properties
Sand
Silica fume
Silicon dioxide
Technical Papers
Ultrafines
Viscosity
Water-cement ratio
title Silica Fume Effect on Engineering Properties of Superfine Cement–Grouted Sands
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-30T03%3A38%3A59IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Silica%20Fume%20Effect%20on%20Engineering%20Properties%20of%20Superfine%20Cement%E2%80%93Grouted%20Sands&rft.jtitle=Journal%20of%20materials%20in%20civil%20engineering&rft.au=Avci,%20Eyubhan&rft.date=2019-11-01&rft.volume=31&rft.issue=11&rft.issn=0899-1561&rft.eissn=1943-5533&rft_id=info:doi/10.1061/(ASCE)MT.1943-5533.0002928&rft_dat=%3Cproquest_cross%3E2279942688%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2279942688&rft_id=info:pmid/&rfr_iscdi=true