Dynamic properties of granular soils mixed with granulated rubber
Increasing traffic in developing countries creates extra waste tires and may cause various environmental problems. Due to the lightweight and high capacity of rubber in damping energy, it can be used for seismic forces reduction and absorption of earthquake vibration. Many researchers have carried o...
Gespeichert in:
Veröffentlicht in: | Soil dynamics and earthquake engineering (1984) 2012-12, Vol.43, p.124-132 |
---|---|
Hauptverfasser: | , , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 132 |
---|---|
container_issue | |
container_start_page | 124 |
container_title | Soil dynamics and earthquake engineering (1984) |
container_volume | 43 |
creator | Nakhaei, A. Marandi, S.M. Sani Kermani, S. Bagheripour, M.H. |
description | Increasing traffic in developing countries creates extra waste tires and may cause various environmental problems. Due to the lightweight and high capacity of rubber in damping energy, it can be used for seismic forces reduction and absorption of earthquake vibration. Many researchers have carried out many studies on static and dynamic properties of soils mixed with waste rubber. However, large-scale dynamic experimental tests which can be valuable and largely applied in civil engineering are very rare. In this study, dynamic properties of granular soils mixed with different percentages of granulated tire rubber are studied using a series of large-scale consolidated undrained cyclic triaxial tests. The samples diameters and heights were 15 and 30cm, respectively. The results showed that, for all confining pressures, with an increase in rubber percentage, shear modulus decreases while for any percentage of rubber inclusion, shear modulus increased as the confining pressure increased. It was observed that, with an increase in rubber percentage, damping ratio decreased for the confining pressures of 50 and 100kPa while this contribution was the reverse for the confining pressures of 200 and 300kPa. It was also observed that, with a decrease in confining pressure, damping ratio increased for the soil without rubber inclusion and it was the reverse for the soil with rubber inclusion. Finally, new relations were introduced to define maximum shear modulus (Gmax) and normalized shear modulus (G/Gmax) as functions of confining pressure (σ3) and granulated rubber percentage (R).
► Shear modulus and damping ratio decreased with an increase in rubber inclusion. ► Shear modulus increased with an increase in the confining pressure for any percentage of rubber. ► Two models introduced to predict Gmax and (G/Gmax) versus (γ). ► For a given percentage of rubber, with an increase in confining pressure, the values of G/Gmax increased. ► At a given confining pressure, the values of G/Gmax increased with an increase in rubber inclusion percentage. |
doi_str_mv | 10.1016/j.soildyn.2012.07.026 |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1671455651</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0267726112001832</els_id><sourcerecordid>1136552782</sourcerecordid><originalsourceid>FETCH-LOGICAL-a398t-620daba08ba8ebbfde29a0d7187133d192382a4f3a9d888da15e4676964b91353</originalsourceid><addsrcrecordid>eNqFkMtOwzAQRS0EEqXwCUhZsknw2PEjK1SVp1SJDUjsLCeegKs8ip0A_XtSFdZdjWbmztWdQ8gl0AwoyOt1FnvfuG2XMQosoyqjTB6RGWhVpDyHt2MymyYqVUzCKTmLcU0pKNByRha32862vko2od9gGDzGpK-T92C7sbEh2TnHpPU_6JJvP3z8b4apD2NZYjgnJ7VtIl781Tl5vb97WT6mq-eHp-VilVpe6CGVjDpbWqpLq7Esa4essNRNKRRw7qBgXDOb19wWTmvtLAjMpZKFzMsCuOBzcrX3nZJ-jhgH0_pYYdPYDvsxGpAKciGkgMNS4FIIpjSbpGIvrUIfY8DabIJvbdgaoGZH16zNH12zo2uoMhPL6e5mf4fTy18eg4mVx65C5wNWg3G9P-DwC15Jhdo</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1136552782</pqid></control><display><type>article</type><title>Dynamic properties of granular soils mixed with granulated rubber</title><source>Access via ScienceDirect (Elsevier)</source><creator>Nakhaei, A. ; Marandi, S.M. ; Sani Kermani, S. ; Bagheripour, M.H.</creator><creatorcontrib>Nakhaei, A. ; Marandi, S.M. ; Sani Kermani, S. ; Bagheripour, M.H.</creatorcontrib><description>Increasing traffic in developing countries creates extra waste tires and may cause various environmental problems. Due to the lightweight and high capacity of rubber in damping energy, it can be used for seismic forces reduction and absorption of earthquake vibration. Many researchers have carried out many studies on static and dynamic properties of soils mixed with waste rubber. However, large-scale dynamic experimental tests which can be valuable and largely applied in civil engineering are very rare. In this study, dynamic properties of granular soils mixed with different percentages of granulated tire rubber are studied using a series of large-scale consolidated undrained cyclic triaxial tests. The samples diameters and heights were 15 and 30cm, respectively. The results showed that, for all confining pressures, with an increase in rubber percentage, shear modulus decreases while for any percentage of rubber inclusion, shear modulus increased as the confining pressure increased. It was observed that, with an increase in rubber percentage, damping ratio decreased for the confining pressures of 50 and 100kPa while this contribution was the reverse for the confining pressures of 200 and 300kPa. It was also observed that, with a decrease in confining pressure, damping ratio increased for the soil without rubber inclusion and it was the reverse for the soil with rubber inclusion. Finally, new relations were introduced to define maximum shear modulus (Gmax) and normalized shear modulus (G/Gmax) as functions of confining pressure (σ3) and granulated rubber percentage (R).
► Shear modulus and damping ratio decreased with an increase in rubber inclusion. ► Shear modulus increased with an increase in the confining pressure for any percentage of rubber. ► Two models introduced to predict Gmax and (G/Gmax) versus (γ). ► For a given percentage of rubber, with an increase in confining pressure, the values of G/Gmax increased. ► At a given confining pressure, the values of G/Gmax increased with an increase in rubber inclusion percentage.</description><identifier>ISSN: 0267-7261</identifier><identifier>EISSN: 1879-341X</identifier><identifier>DOI: 10.1016/j.soildyn.2012.07.026</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Confining ; Dynamics ; Granulation ; Inclusions ; Rubber ; Seismic phenomena ; Shear modulus ; Soils</subject><ispartof>Soil dynamics and earthquake engineering (1984), 2012-12, Vol.43, p.124-132</ispartof><rights>2012 Elsevier Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a398t-620daba08ba8ebbfde29a0d7187133d192382a4f3a9d888da15e4676964b91353</citedby><cites>FETCH-LOGICAL-a398t-620daba08ba8ebbfde29a0d7187133d192382a4f3a9d888da15e4676964b91353</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.soildyn.2012.07.026$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids></links><search><creatorcontrib>Nakhaei, A.</creatorcontrib><creatorcontrib>Marandi, S.M.</creatorcontrib><creatorcontrib>Sani Kermani, S.</creatorcontrib><creatorcontrib>Bagheripour, M.H.</creatorcontrib><title>Dynamic properties of granular soils mixed with granulated rubber</title><title>Soil dynamics and earthquake engineering (1984)</title><description>Increasing traffic in developing countries creates extra waste tires and may cause various environmental problems. Due to the lightweight and high capacity of rubber in damping energy, it can be used for seismic forces reduction and absorption of earthquake vibration. Many researchers have carried out many studies on static and dynamic properties of soils mixed with waste rubber. However, large-scale dynamic experimental tests which can be valuable and largely applied in civil engineering are very rare. In this study, dynamic properties of granular soils mixed with different percentages of granulated tire rubber are studied using a series of large-scale consolidated undrained cyclic triaxial tests. The samples diameters and heights were 15 and 30cm, respectively. The results showed that, for all confining pressures, with an increase in rubber percentage, shear modulus decreases while for any percentage of rubber inclusion, shear modulus increased as the confining pressure increased. It was observed that, with an increase in rubber percentage, damping ratio decreased for the confining pressures of 50 and 100kPa while this contribution was the reverse for the confining pressures of 200 and 300kPa. It was also observed that, with a decrease in confining pressure, damping ratio increased for the soil without rubber inclusion and it was the reverse for the soil with rubber inclusion. Finally, new relations were introduced to define maximum shear modulus (Gmax) and normalized shear modulus (G/Gmax) as functions of confining pressure (σ3) and granulated rubber percentage (R).
► Shear modulus and damping ratio decreased with an increase in rubber inclusion. ► Shear modulus increased with an increase in the confining pressure for any percentage of rubber. ► Two models introduced to predict Gmax and (G/Gmax) versus (γ). ► For a given percentage of rubber, with an increase in confining pressure, the values of G/Gmax increased. ► At a given confining pressure, the values of G/Gmax increased with an increase in rubber inclusion percentage.</description><subject>Confining</subject><subject>Dynamics</subject><subject>Granulation</subject><subject>Inclusions</subject><subject>Rubber</subject><subject>Seismic phenomena</subject><subject>Shear modulus</subject><subject>Soils</subject><issn>0267-7261</issn><issn>1879-341X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2012</creationdate><recordtype>article</recordtype><recordid>eNqFkMtOwzAQRS0EEqXwCUhZsknw2PEjK1SVp1SJDUjsLCeegKs8ip0A_XtSFdZdjWbmztWdQ8gl0AwoyOt1FnvfuG2XMQosoyqjTB6RGWhVpDyHt2MymyYqVUzCKTmLcU0pKNByRha32862vko2od9gGDzGpK-T92C7sbEh2TnHpPU_6JJvP3z8b4apD2NZYjgnJ7VtIl781Tl5vb97WT6mq-eHp-VilVpe6CGVjDpbWqpLq7Esa4essNRNKRRw7qBgXDOb19wWTmvtLAjMpZKFzMsCuOBzcrX3nZJ-jhgH0_pYYdPYDvsxGpAKciGkgMNS4FIIpjSbpGIvrUIfY8DabIJvbdgaoGZH16zNH12zo2uoMhPL6e5mf4fTy18eg4mVx65C5wNWg3G9P-DwC15Jhdo</recordid><startdate>201212</startdate><enddate>201212</enddate><creator>Nakhaei, A.</creator><creator>Marandi, S.M.</creator><creator>Sani Kermani, S.</creator><creator>Bagheripour, M.H.</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><scope>7SM</scope><scope>7SU</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>201212</creationdate><title>Dynamic properties of granular soils mixed with granulated rubber</title><author>Nakhaei, A. ; Marandi, S.M. ; Sani Kermani, S. ; Bagheripour, M.H.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a398t-620daba08ba8ebbfde29a0d7187133d192382a4f3a9d888da15e4676964b91353</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2012</creationdate><topic>Confining</topic><topic>Dynamics</topic><topic>Granulation</topic><topic>Inclusions</topic><topic>Rubber</topic><topic>Seismic phenomena</topic><topic>Shear modulus</topic><topic>Soils</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Nakhaei, A.</creatorcontrib><creatorcontrib>Marandi, S.M.</creatorcontrib><creatorcontrib>Sani Kermani, S.</creatorcontrib><creatorcontrib>Bagheripour, M.H.</creatorcontrib><collection>CrossRef</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</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>Earthquake Engineering Abstracts</collection><collection>Environmental Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Soil dynamics and earthquake engineering (1984)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Nakhaei, A.</au><au>Marandi, S.M.</au><au>Sani Kermani, S.</au><au>Bagheripour, M.H.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Dynamic properties of granular soils mixed with granulated rubber</atitle><jtitle>Soil dynamics and earthquake engineering (1984)</jtitle><date>2012-12</date><risdate>2012</risdate><volume>43</volume><spage>124</spage><epage>132</epage><pages>124-132</pages><issn>0267-7261</issn><eissn>1879-341X</eissn><abstract>Increasing traffic in developing countries creates extra waste tires and may cause various environmental problems. Due to the lightweight and high capacity of rubber in damping energy, it can be used for seismic forces reduction and absorption of earthquake vibration. Many researchers have carried out many studies on static and dynamic properties of soils mixed with waste rubber. However, large-scale dynamic experimental tests which can be valuable and largely applied in civil engineering are very rare. In this study, dynamic properties of granular soils mixed with different percentages of granulated tire rubber are studied using a series of large-scale consolidated undrained cyclic triaxial tests. The samples diameters and heights were 15 and 30cm, respectively. The results showed that, for all confining pressures, with an increase in rubber percentage, shear modulus decreases while for any percentage of rubber inclusion, shear modulus increased as the confining pressure increased. It was observed that, with an increase in rubber percentage, damping ratio decreased for the confining pressures of 50 and 100kPa while this contribution was the reverse for the confining pressures of 200 and 300kPa. It was also observed that, with a decrease in confining pressure, damping ratio increased for the soil without rubber inclusion and it was the reverse for the soil with rubber inclusion. Finally, new relations were introduced to define maximum shear modulus (Gmax) and normalized shear modulus (G/Gmax) as functions of confining pressure (σ3) and granulated rubber percentage (R).
► Shear modulus and damping ratio decreased with an increase in rubber inclusion. ► Shear modulus increased with an increase in the confining pressure for any percentage of rubber. ► Two models introduced to predict Gmax and (G/Gmax) versus (γ). ► For a given percentage of rubber, with an increase in confining pressure, the values of G/Gmax increased. ► At a given confining pressure, the values of G/Gmax increased with an increase in rubber inclusion percentage.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.soildyn.2012.07.026</doi><tpages>9</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0267-7261 |
ispartof | Soil dynamics and earthquake engineering (1984), 2012-12, Vol.43, p.124-132 |
issn | 0267-7261 1879-341X |
language | eng |
recordid | cdi_proquest_miscellaneous_1671455651 |
source | Access via ScienceDirect (Elsevier) |
subjects | Confining Dynamics Granulation Inclusions Rubber Seismic phenomena Shear modulus Soils |
title | Dynamic properties of granular soils mixed with granulated rubber |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-30T17%3A52%3A44IST&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=Dynamic%20properties%20of%20granular%20soils%20mixed%20with%20granulated%20rubber&rft.jtitle=Soil%20dynamics%20and%20earthquake%20engineering%20(1984)&rft.au=Nakhaei,%20A.&rft.date=2012-12&rft.volume=43&rft.spage=124&rft.epage=132&rft.pages=124-132&rft.issn=0267-7261&rft.eissn=1879-341X&rft_id=info:doi/10.1016/j.soildyn.2012.07.026&rft_dat=%3Cproquest_cross%3E1136552782%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=1136552782&rft_id=info:pmid/&rft_els_id=S0267726112001832&rfr_iscdi=true |