Immediate and Time-Dependent Compression of Tire Derived Aggregate
This paper examines immediate and time-dependent compression of tire derived aggregate (TDA) and TDA-soil composites. To accommodate large particle sizes, modified experimental devices were developed and used to test tire chips and tire shreds. Immediate compression of TDA, which results almost enti...
Gespeichert in:
| Veröffentlicht in: | Journal of geotechnical and geoenvironmental engineering 2007-03, Vol.133 (3), p.245-256 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 256 |
|---|---|
| container_issue | 3 |
| container_start_page | 245 |
| container_title | Journal of geotechnical and geoenvironmental engineering |
| container_volume | 133 |
| creator | Wartman, Joseph Natale, Mark F Strenk, Patrick M |
| description | This paper examines immediate and time-dependent compression of tire derived aggregate (TDA) and TDA-soil composites. To accommodate large particle sizes, modified experimental devices were developed and used to test tire chips and tire shreds. Immediate compression of TDA, which results almost entirely from the reduction of pore volume, increases with TDA content and tire particle size. The secant constrained modulus
(
Msec
)
of TDA defined over the stress range of
0–50
kPa
varied from a low of
255
kPa
(100% tire shreds) to a high of
1,320
kPa
(50% tire chips). A characteristic relationship between strain and time exists for TDA and TDA composites under one-dimensional confined compression. Time-dependent deformation is well described by the modified secondary compression index
(
Cαε
)
, which ranged from 0.0010 (50% tire chips) to 0.0074 (100% tire chips). Time-dependent deformation was inversely proportional to sand content, with the most significant changes resulting from the addition of 15% sand. Both applied stress and tire particle size appear to have a negligible effect on time-dependent compression of TDA. Based on the findings of this study it is recommended that practitioners assess time-dependent settlement when designing a TDA structure and if necessary incorporate design features to accommodate these settlements. |
| doi_str_mv | 10.1061/(ASCE)1090-0241(2007)133:3(245) |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_29844606</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>29844606</sourcerecordid><originalsourceid>FETCH-LOGICAL-a469t-71f479d09653e80f0941ae99bbf164d9d3ce84b435d4b3692b2e3413473c6a863</originalsourceid><addsrcrecordid>eNqFkUtLw0AUhYMoWKv_IRs1XUTnnUwXQk2rFgourOthktyUlLycSQX_vRNadVdXd-B-cw73HM-7xegOI4Hvg9lbsphgJFGICMMBQSiaYEqnNCCMT068EZaMhlwgcereP9y5d2HtFiHEUExG3uOyriEvdQ--bnJ_XdYQzqGDJoem95O27gxYW7aN3xZua8Cfgyk_Ifdnm42Bjft46Z0VurJwdZhj7_1psU5ewtXr8zKZrULNhOzDCBcskjmSglOIUYEkwxqkTNMCC5bLnGYQs5RRnrOUCklSApRhyiKaCR0LOvZu9rqdaT92YHtVlzaDqtINtDuriIwZc9f-C2LJB1I6MDgOxhGPOZaUOvRhj2amtdZAoTpT1tp8KYzU0IdSQx9qyFkNOauhD-X6UFS5PpzA9cFL20xXhdFNVto_lZgLSsRgNN1zDgO1bXemcaH-uhw3-Qa1O5px</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1875851933</pqid></control><display><type>article</type><title>Immediate and Time-Dependent Compression of Tire Derived Aggregate</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Wartman, Joseph ; Natale, Mark F ; Strenk, Patrick M</creator><creatorcontrib>Wartman, Joseph ; Natale, Mark F ; Strenk, Patrick M</creatorcontrib><description>This paper examines immediate and time-dependent compression of tire derived aggregate (TDA) and TDA-soil composites. To accommodate large particle sizes, modified experimental devices were developed and used to test tire chips and tire shreds. Immediate compression of TDA, which results almost entirely from the reduction of pore volume, increases with TDA content and tire particle size. The secant constrained modulus
(
Msec
)
of TDA defined over the stress range of
0–50
kPa
varied from a low of
255
kPa
(100% tire shreds) to a high of
1,320
kPa
(50% tire chips). A characteristic relationship between strain and time exists for TDA and TDA composites under one-dimensional confined compression. Time-dependent deformation is well described by the modified secondary compression index
(
Cαε
)
, which ranged from 0.0010 (50% tire chips) to 0.0074 (100% tire chips). Time-dependent deformation was inversely proportional to sand content, with the most significant changes resulting from the addition of 15% sand. Both applied stress and tire particle size appear to have a negligible effect on time-dependent compression of TDA. Based on the findings of this study it is recommended that practitioners assess time-dependent settlement when designing a TDA structure and if necessary incorporate design features to accommodate these settlements.</description><identifier>ISSN: 1090-0241</identifier><identifier>EISSN: 1943-5606</identifier><identifier>DOI: 10.1061/(ASCE)1090-0241(2007)133:3(245)</identifier><language>eng</language><publisher>New York, NY: American Society of Civil Engineers</publisher><subject>Aggregates and other concrete constituents ; Applied sciences ; Buildings. Public works ; Cement concrete constituents ; composite materials ; deformation ; Exact sciences and technology ; Geotechnics ; Materials ; Particle size ; Q1 ; Recovery materials ; Sand ; Stabilization. Consolidation ; Stress ; TECHNICAL PAPERS ; Tires</subject><ispartof>Journal of geotechnical and geoenvironmental engineering, 2007-03, Vol.133 (3), p.245-256</ispartof><rights>2007 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a469t-71f479d09653e80f0941ae99bbf164d9d3ce84b435d4b3692b2e3413473c6a863</citedby><cites>FETCH-LOGICAL-a469t-71f479d09653e80f0941ae99bbf164d9d3ce84b435d4b3692b2e3413473c6a863</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)1090-0241(2007)133:3(245)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2007)133:3(245)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,76193,76201</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=18563263$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Wartman, Joseph</creatorcontrib><creatorcontrib>Natale, Mark F</creatorcontrib><creatorcontrib>Strenk, Patrick M</creatorcontrib><title>Immediate and Time-Dependent Compression of Tire Derived Aggregate</title><title>Journal of geotechnical and geoenvironmental engineering</title><description>This paper examines immediate and time-dependent compression of tire derived aggregate (TDA) and TDA-soil composites. To accommodate large particle sizes, modified experimental devices were developed and used to test tire chips and tire shreds. Immediate compression of TDA, which results almost entirely from the reduction of pore volume, increases with TDA content and tire particle size. The secant constrained modulus
(
Msec
)
of TDA defined over the stress range of
0–50
kPa
varied from a low of
255
kPa
(100% tire shreds) to a high of
1,320
kPa
(50% tire chips). A characteristic relationship between strain and time exists for TDA and TDA composites under one-dimensional confined compression. Time-dependent deformation is well described by the modified secondary compression index
(
Cαε
)
, which ranged from 0.0010 (50% tire chips) to 0.0074 (100% tire chips). Time-dependent deformation was inversely proportional to sand content, with the most significant changes resulting from the addition of 15% sand. Both applied stress and tire particle size appear to have a negligible effect on time-dependent compression of TDA. Based on the findings of this study it is recommended that practitioners assess time-dependent settlement when designing a TDA structure and if necessary incorporate design features to accommodate these settlements.</description><subject>Aggregates and other concrete constituents</subject><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Cement concrete constituents</subject><subject>composite materials</subject><subject>deformation</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>Materials</subject><subject>Particle size</subject><subject>Q1</subject><subject>Recovery materials</subject><subject>Sand</subject><subject>Stabilization. Consolidation</subject><subject>Stress</subject><subject>TECHNICAL PAPERS</subject><subject>Tires</subject><issn>1090-0241</issn><issn>1943-5606</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2007</creationdate><recordtype>article</recordtype><recordid>eNqFkUtLw0AUhYMoWKv_IRs1XUTnnUwXQk2rFgourOthktyUlLycSQX_vRNadVdXd-B-cw73HM-7xegOI4Hvg9lbsphgJFGICMMBQSiaYEqnNCCMT068EZaMhlwgcereP9y5d2HtFiHEUExG3uOyriEvdQ--bnJ_XdYQzqGDJoem95O27gxYW7aN3xZua8Cfgyk_Ifdnm42Bjft46Z0VurJwdZhj7_1psU5ewtXr8zKZrULNhOzDCBcskjmSglOIUYEkwxqkTNMCC5bLnGYQs5RRnrOUCklSApRhyiKaCR0LOvZu9rqdaT92YHtVlzaDqtINtDuriIwZc9f-C2LJB1I6MDgOxhGPOZaUOvRhj2amtdZAoTpT1tp8KYzU0IdSQx9qyFkNOauhD-X6UFS5PpzA9cFL20xXhdFNVto_lZgLSsRgNN1zDgO1bXemcaH-uhw3-Qa1O5px</recordid><startdate>20070301</startdate><enddate>20070301</enddate><creator>Wartman, Joseph</creator><creator>Natale, Mark F</creator><creator>Strenk, Patrick M</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20070301</creationdate><title>Immediate and Time-Dependent Compression of Tire Derived Aggregate</title><author>Wartman, Joseph ; Natale, Mark F ; Strenk, Patrick M</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a469t-71f479d09653e80f0941ae99bbf164d9d3ce84b435d4b3692b2e3413473c6a863</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2007</creationdate><topic>Aggregates and other concrete constituents</topic><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Cement concrete constituents</topic><topic>composite materials</topic><topic>deformation</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>Materials</topic><topic>Particle size</topic><topic>Q1</topic><topic>Recovery materials</topic><topic>Sand</topic><topic>Stabilization. Consolidation</topic><topic>Stress</topic><topic>TECHNICAL PAPERS</topic><topic>Tires</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wartman, Joseph</creatorcontrib><creatorcontrib>Natale, Mark F</creatorcontrib><creatorcontrib>Strenk, Patrick M</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wartman, Joseph</au><au>Natale, Mark F</au><au>Strenk, Patrick M</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Immediate and Time-Dependent Compression of Tire Derived Aggregate</atitle><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle><date>2007-03-01</date><risdate>2007</risdate><volume>133</volume><issue>3</issue><spage>245</spage><epage>256</epage><pages>245-256</pages><issn>1090-0241</issn><eissn>1943-5606</eissn><abstract>This paper examines immediate and time-dependent compression of tire derived aggregate (TDA) and TDA-soil composites. To accommodate large particle sizes, modified experimental devices were developed and used to test tire chips and tire shreds. Immediate compression of TDA, which results almost entirely from the reduction of pore volume, increases with TDA content and tire particle size. The secant constrained modulus
(
Msec
)
of TDA defined over the stress range of
0–50
kPa
varied from a low of
255
kPa
(100% tire shreds) to a high of
1,320
kPa
(50% tire chips). A characteristic relationship between strain and time exists for TDA and TDA composites under one-dimensional confined compression. Time-dependent deformation is well described by the modified secondary compression index
(
Cαε
)
, which ranged from 0.0010 (50% tire chips) to 0.0074 (100% tire chips). Time-dependent deformation was inversely proportional to sand content, with the most significant changes resulting from the addition of 15% sand. Both applied stress and tire particle size appear to have a negligible effect on time-dependent compression of TDA. Based on the findings of this study it is recommended that practitioners assess time-dependent settlement when designing a TDA structure and if necessary incorporate design features to accommodate these settlements.</abstract><cop>New York, NY</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)1090-0241(2007)133:3(245)</doi><tpages>12</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1090-0241 |
| ispartof | Journal of geotechnical and geoenvironmental engineering, 2007-03, Vol.133 (3), p.245-256 |
| issn | 1090-0241 1943-5606 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_29844606 |
| source | American Society of Civil Engineers:NESLI2:Journals:2014 |
| subjects | Aggregates and other concrete constituents Applied sciences Buildings. Public works Cement concrete constituents composite materials deformation Exact sciences and technology Geotechnics Materials Particle size Q1 Recovery materials Sand Stabilization. Consolidation Stress TECHNICAL PAPERS Tires |
| title | Immediate and Time-Dependent Compression of Tire Derived Aggregate |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-05T21%3A20%3A18IST&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=Immediate%20and%20Time-Dependent%20Compression%20of%20Tire%20Derived%20Aggregate&rft.jtitle=Journal%20of%20geotechnical%20and%20geoenvironmental%20engineering&rft.au=Wartman,%20Joseph&rft.date=2007-03-01&rft.volume=133&rft.issue=3&rft.spage=245&rft.epage=256&rft.pages=245-256&rft.issn=1090-0241&rft.eissn=1943-5606&rft_id=info:doi/10.1061/(ASCE)1090-0241(2007)133:3(245)&rft_dat=%3Cproquest_cross%3E29844606%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=1875851933&rft_id=info:pmid/&rfr_iscdi=true |