Potential of scrap tire rubber as lightweight aggregate in flowable fill
Flowable fill is a self-leveling and self-compacting material that is rapidly gaining acceptance and application in construction, particularly in transportation and utility earthworks. When mixed with concrete sand, standard flowable fill produces a mass density ranging from 1.8 to 2.3 g/cm 3 (115–1...
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Veröffentlicht in: | Waste management (Elmsford) 2003, Vol.23 (3), p.197-208 |
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description | Flowable fill is a self-leveling and self-compacting material that is rapidly gaining acceptance and application in construction, particularly in transportation and utility earthworks. When mixed with concrete sand, standard flowable fill produces a mass density ranging from 1.8 to 2.3 g/cm
3 (115–145 pcf). Scrap tires can be granulated to produce crumb rubber, which has a granular texture and ranges in size from very fine powder to coarse sand-sized particles. Due to its low specific gravity, crumb rubber can be considered a lightweight aggregate. This paper describes an experimental study on replacing sand with crumb rubber in flowable fill to produce a lightweight material. To assess the technical feasibility of using crumb rubber, the fluid- and hardened-state properties of nine flowable fill mixtures were measured. Mixture proportions were varied to investigate the effects of water-to-cement ratio and crumb rubber content on fill properties. Experimental results indicate that crumb rubber can be successfully used to produce a lightweight flowable fill (1.2–1.6 g/cm
3 [73–98 pcf]) with excavatable 28-day compressive strengths ranging from 269 to 1194 kPa (39–173 psi). Using a lightweight fill reduces the applied stress on underlying soils, thereby reducing the potential for bearing capacity failure and minimizing soil settlement. Based on these results, a crumb rubber-based flowable fill can be used in a substantial number of construction applications, such as bridge abutment fills, trench fills, and foundation support fills. |
doi_str_mv | 10.1016/S0956-053X(02)00160-5 |
format | Article |
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3 [73–98 pcf]) with excavatable 28-day compressive strengths ranging from 269 to 1194 kPa (39–173 psi). Using a lightweight fill reduces the applied stress on underlying soils, thereby reducing the potential for bearing capacity failure and minimizing soil settlement. Based on these results, a crumb rubber-based flowable fill can be used in a substantial number of construction applications, such as bridge abutment fills, trench fills, and foundation support fills.</description><identifier>ISSN: 0956-053X</identifier><identifier>EISSN: 1879-2456</identifier><identifier>DOI: 10.1016/S0956-053X(02)00160-5</identifier><identifier>PMID: 12737962</identifier><language>eng</language><publisher>Oxford: Elsevier Ltd</publisher><subject>Aggregates ; Aggregates and other concrete constituents ; Applied sciences ; Artificial aggregates ; Bridge abutments ; Buildings. Public works ; Cement concrete constituents ; Concretes ; Conservation of Natural Resources ; Construction Materials ; Exact sciences and technology ; Foundations ; Granulation ; Hardening ; Humans ; Materials ; Materials Testing ; Other wastes and particular components of wastes ; Pollution ; Polymer industry, paints, wood ; Refuse Disposal ; Rubber ; Sand (material) ; Scrap ; Stress, Mechanical ; Technology of polymers ; Tires ; Waste management ; Waste treatment ; Wastes</subject><ispartof>Waste management (Elmsford), 2003, Vol.23 (3), p.197-208</ispartof><rights>2002 Elsevier Science Ltd</rights><rights>2003 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c525t-f9f8689bcf1c26275cc5976299ecd42840f2d62a61405aa15158365d01cc6a2c3</citedby><cites>FETCH-LOGICAL-c525t-f9f8689bcf1c26275cc5976299ecd42840f2d62a61405aa15158365d01cc6a2c3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/S0956-053X(02)00160-5$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,4024,27923,27924,27925,45995</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=14755202$$DView record in Pascal Francis$$Hfree_for_read</backlink><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/12737962$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Pierce, C.E.</creatorcontrib><creatorcontrib>Blackwell, M.C.</creatorcontrib><title>Potential of scrap tire rubber as lightweight aggregate in flowable fill</title><title>Waste management (Elmsford)</title><addtitle>Waste Manag</addtitle><description>Flowable fill is a self-leveling and self-compacting material that is rapidly gaining acceptance and application in construction, particularly in transportation and utility earthworks. When mixed with concrete sand, standard flowable fill produces a mass density ranging from 1.8 to 2.3 g/cm
3 (115–145 pcf). Scrap tires can be granulated to produce crumb rubber, which has a granular texture and ranges in size from very fine powder to coarse sand-sized particles. Due to its low specific gravity, crumb rubber can be considered a lightweight aggregate. This paper describes an experimental study on replacing sand with crumb rubber in flowable fill to produce a lightweight material. To assess the technical feasibility of using crumb rubber, the fluid- and hardened-state properties of nine flowable fill mixtures were measured. Mixture proportions were varied to investigate the effects of water-to-cement ratio and crumb rubber content on fill properties. Experimental results indicate that crumb rubber can be successfully used to produce a lightweight flowable fill (1.2–1.6 g/cm
3 [73–98 pcf]) with excavatable 28-day compressive strengths ranging from 269 to 1194 kPa (39–173 psi). Using a lightweight fill reduces the applied stress on underlying soils, thereby reducing the potential for bearing capacity failure and minimizing soil settlement. Based on these results, a crumb rubber-based flowable fill can be used in a substantial number of construction applications, such as bridge abutment fills, trench fills, and foundation support fills.</description><subject>Aggregates</subject><subject>Aggregates and other concrete constituents</subject><subject>Applied sciences</subject><subject>Artificial aggregates</subject><subject>Bridge abutments</subject><subject>Buildings. Public works</subject><subject>Cement concrete constituents</subject><subject>Concretes</subject><subject>Conservation of Natural Resources</subject><subject>Construction Materials</subject><subject>Exact sciences and technology</subject><subject>Foundations</subject><subject>Granulation</subject><subject>Hardening</subject><subject>Humans</subject><subject>Materials</subject><subject>Materials Testing</subject><subject>Other wastes and particular components of wastes</subject><subject>Pollution</subject><subject>Polymer industry, paints, wood</subject><subject>Refuse Disposal</subject><subject>Rubber</subject><subject>Sand (material)</subject><subject>Scrap</subject><subject>Stress, Mechanical</subject><subject>Technology of polymers</subject><subject>Tires</subject><subject>Waste management</subject><subject>Waste treatment</subject><subject>Wastes</subject><issn>0956-053X</issn><issn>1879-2456</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2003</creationdate><recordtype>article</recordtype><sourceid>EIF</sourceid><recordid>eNqN0V1rFDEUgOEgit1Wf4KSG6VejCZnJieTqyJFrVCooIJ3IZM5WSPZmTWZtfTfd_YDe7klkEB4kpnwMvZKivdSSPzwXRiFlVD1r3MB78S8JSr1hC1kq00FjcKnbPGfnLDTUv7MqGmleM5OJOhaG4QFu_o2TjRM0SU-Bl58dms-xUw8b7qOMneFp7j8Pd3SduZuucy0dBPxOPCQxlvXJeIhpvSCPQsuFXp5WM_Yz8-fflxeVdc3X75efryuvAI1VcGEFlvT-SA9IGjlvTIawRjyfQNtIwL0CA5lI5RzUknV1qh6Ib1HB74-Y2_3967z-HdDZbKrWDyl5AYaN8XqGrBVAo5C0Aa0FO1RKHEeGh8BG8QGEGeo9tDnsZRMwa5zXLl8Z6Ww23p2V89u01gBdlfPqvnc68MHNt2K-odTh1wzeHMArniXQnaDj-XBNVop2L39Yu9oLvEvUrbFRxo89XNaP9l-jEd-5R5tpbTw</recordid><startdate>2003</startdate><enddate>2003</enddate><creator>Pierce, C.E.</creator><creator>Blackwell, M.C.</creator><general>Elsevier Ltd</general><general>Elsevier Science</general><scope>IQODW</scope><scope>CGR</scope><scope>CUY</scope><scope>CVF</scope><scope>ECM</scope><scope>EIF</scope><scope>NPM</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>C1K</scope><scope>SOI</scope><scope>7TV</scope><scope>7SU</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><scope>7X8</scope></search><sort><creationdate>2003</creationdate><title>Potential of scrap tire rubber as lightweight aggregate in flowable fill</title><author>Pierce, C.E. ; Blackwell, M.C.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c525t-f9f8689bcf1c26275cc5976299ecd42840f2d62a61405aa15158365d01cc6a2c3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2003</creationdate><topic>Aggregates</topic><topic>Aggregates and other concrete constituents</topic><topic>Applied sciences</topic><topic>Artificial aggregates</topic><topic>Bridge abutments</topic><topic>Buildings. Public works</topic><topic>Cement concrete constituents</topic><topic>Concretes</topic><topic>Conservation of Natural Resources</topic><topic>Construction Materials</topic><topic>Exact sciences and technology</topic><topic>Foundations</topic><topic>Granulation</topic><topic>Hardening</topic><topic>Humans</topic><topic>Materials</topic><topic>Materials Testing</topic><topic>Other wastes and particular components of wastes</topic><topic>Pollution</topic><topic>Polymer industry, paints, wood</topic><topic>Refuse Disposal</topic><topic>Rubber</topic><topic>Sand (material)</topic><topic>Scrap</topic><topic>Stress, Mechanical</topic><topic>Technology of polymers</topic><topic>Tires</topic><topic>Waste management</topic><topic>Waste treatment</topic><topic>Wastes</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Pierce, C.E.</creatorcontrib><creatorcontrib>Blackwell, M.C.</creatorcontrib><collection>Pascal-Francis</collection><collection>Medline</collection><collection>MEDLINE</collection><collection>MEDLINE (Ovid)</collection><collection>MEDLINE</collection><collection>MEDLINE</collection><collection>PubMed</collection><collection>CrossRef</collection><collection>Environment Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Environment Abstracts</collection><collection>Pollution Abstracts</collection><collection>Environmental Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>MEDLINE - Academic</collection><jtitle>Waste management (Elmsford)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Pierce, C.E.</au><au>Blackwell, M.C.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Potential of scrap tire rubber as lightweight aggregate in flowable fill</atitle><jtitle>Waste management (Elmsford)</jtitle><addtitle>Waste Manag</addtitle><date>2003</date><risdate>2003</risdate><volume>23</volume><issue>3</issue><spage>197</spage><epage>208</epage><pages>197-208</pages><issn>0956-053X</issn><eissn>1879-2456</eissn><abstract>Flowable fill is a self-leveling and self-compacting material that is rapidly gaining acceptance and application in construction, particularly in transportation and utility earthworks. When mixed with concrete sand, standard flowable fill produces a mass density ranging from 1.8 to 2.3 g/cm
3 (115–145 pcf). Scrap tires can be granulated to produce crumb rubber, which has a granular texture and ranges in size from very fine powder to coarse sand-sized particles. Due to its low specific gravity, crumb rubber can be considered a lightweight aggregate. This paper describes an experimental study on replacing sand with crumb rubber in flowable fill to produce a lightweight material. To assess the technical feasibility of using crumb rubber, the fluid- and hardened-state properties of nine flowable fill mixtures were measured. Mixture proportions were varied to investigate the effects of water-to-cement ratio and crumb rubber content on fill properties. Experimental results indicate that crumb rubber can be successfully used to produce a lightweight flowable fill (1.2–1.6 g/cm
3 [73–98 pcf]) with excavatable 28-day compressive strengths ranging from 269 to 1194 kPa (39–173 psi). Using a lightweight fill reduces the applied stress on underlying soils, thereby reducing the potential for bearing capacity failure and minimizing soil settlement. Based on these results, a crumb rubber-based flowable fill can be used in a substantial number of construction applications, such as bridge abutment fills, trench fills, and foundation support fills.</abstract><cop>Oxford</cop><cop>New York, NY</cop><pub>Elsevier Ltd</pub><pmid>12737962</pmid><doi>10.1016/S0956-053X(02)00160-5</doi><tpages>12</tpages></addata></record> |
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subjects | Aggregates Aggregates and other concrete constituents Applied sciences Artificial aggregates Bridge abutments Buildings. Public works Cement concrete constituents Concretes Conservation of Natural Resources Construction Materials Exact sciences and technology Foundations Granulation Hardening Humans Materials Materials Testing Other wastes and particular components of wastes Pollution Polymer industry, paints, wood Refuse Disposal Rubber Sand (material) Scrap Stress, Mechanical Technology of polymers Tires Waste management Waste treatment Wastes |
title | Potential of scrap tire rubber as lightweight aggregate in flowable fill |
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