Laboratory study on the compressibility of sand–rubber mixtures under one dimensional consolidation loading conditions
The continuous increase of road traffic needs in both developed and developing countries is accompanied by an important growth of highway transportation networks and consequently produce a huge amount of waste tires, and causes numerous environmental issues. On the other hand, due to their lightweig...
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| Veröffentlicht in: | Granular matter 2019-02, Vol.21 (1), p.1-9, Article 7 |
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| creator | Benessalah, Ismail Arab, Ahmed Sadek, Marwan Bouferra, Rachid |
| description | The continuous increase of road traffic needs in both developed and developing countries is accompanied by an important growth of highway transportation networks and consequently produce a huge amount of waste tires, and causes numerous environmental issues. On the other hand, due to their lightweight and high damping performance, several researchers are interested in the use of the soil–rubber mixtures for the attenuation of earthquake motions and ground vibrations by their capacity to absorb the external solicitations. However, several questions arise regarding the mechanical behaviour of the soil–rubber mixtures. This paper presents a thorough study on the impact of scrap tire addition on physical properties of Chlef sandy soil. A series of laboratory tests are conducted on sand–rubber mixtures with various percentage of crumb rubber: 0, 0.5, 1.0 and 1.5% by a dry weight. Oedometric tests are carried out in order to explore the influence of rubber particles on the sand compaction and consolidation with focusing on the compressibility parameter. The experimental tests show that the increase of the percentage of crumb rubber leads to an increase of both the compression index Cc and the swelling index Cs of sand–rubber mixtures, contrariwise, a slight decrease in the preconsolidation pressure and the oedometric modulus is observed. |
| doi_str_mv | 10.1007/s10035-018-0860-8 |
| format | Article |
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On the other hand, due to their lightweight and high damping performance, several researchers are interested in the use of the soil–rubber mixtures for the attenuation of earthquake motions and ground vibrations by their capacity to absorb the external solicitations. However, several questions arise regarding the mechanical behaviour of the soil–rubber mixtures. This paper presents a thorough study on the impact of scrap tire addition on physical properties of Chlef sandy soil. A series of laboratory tests are conducted on sand–rubber mixtures with various percentage of crumb rubber: 0, 0.5, 1.0 and 1.5% by a dry weight. Oedometric tests are carried out in order to explore the influence of rubber particles on the sand compaction and consolidation with focusing on the compressibility parameter. The experimental tests show that the increase of the percentage of crumb rubber leads to an increase of both the compression index Cc and the swelling index Cs of sand–rubber mixtures, contrariwise, a slight decrease in the preconsolidation pressure and the oedometric modulus is observed.</description><identifier>ISSN: 1434-5021</identifier><identifier>EISSN: 1434-7636</identifier><identifier>DOI: 10.1007/s10035-018-0860-8</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Attenuation ; Complex Fluids and Microfluidics ; Compression index ; Consolidation ; Damping ; Developing countries ; Engineering Fluid Dynamics ; Engineering Thermodynamics ; Foundations ; Geoengineering ; Heat and Mass Transfer ; Highway transportation ; Hydraulics ; Industrial Chemistry/Chemical Engineering ; Laboratories ; Laboratory tests ; LDCs ; Materials Science ; Mechanical properties ; Original Paper ; Physical properties ; Physics ; Physics and Astronomy ; Rubber ; Sand ; Sandy soils ; Scrap ; Soft and Granular Matter ; Soil compaction ; Soil compressibility ; Soil mechanics ; Soil mixtures ; Soil properties ; Tires ; Transportation networks ; Vibration effects ; Weight</subject><ispartof>Granular matter, 2019-02, Vol.21 (1), p.1-9, Article 7</ispartof><rights>Springer-Verlag GmbH Germany, part of Springer Nature 2018</rights><rights>Granular Matter is a copyright of Springer, (2018). All Rights Reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c316t-2b53dd83f18214fd41f406b5e1209a659d7b23e86d3225134c6625298d0c6bb63</citedby><cites>FETCH-LOGICAL-c316t-2b53dd83f18214fd41f406b5e1209a659d7b23e86d3225134c6625298d0c6bb63</cites><orcidid>0000-0002-9456-8339</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s10035-018-0860-8$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s10035-018-0860-8$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,778,782,27911,27912,41475,42544,51306</link.rule.ids></links><search><creatorcontrib>Benessalah, Ismail</creatorcontrib><creatorcontrib>Arab, Ahmed</creatorcontrib><creatorcontrib>Sadek, Marwan</creatorcontrib><creatorcontrib>Bouferra, Rachid</creatorcontrib><title>Laboratory study on the compressibility of sand–rubber mixtures under one dimensional consolidation loading conditions</title><title>Granular matter</title><addtitle>Granular Matter</addtitle><description>The continuous increase of road traffic needs in both developed and developing countries is accompanied by an important growth of highway transportation networks and consequently produce a huge amount of waste tires, and causes numerous environmental issues. On the other hand, due to their lightweight and high damping performance, several researchers are interested in the use of the soil–rubber mixtures for the attenuation of earthquake motions and ground vibrations by their capacity to absorb the external solicitations. However, several questions arise regarding the mechanical behaviour of the soil–rubber mixtures. This paper presents a thorough study on the impact of scrap tire addition on physical properties of Chlef sandy soil. A series of laboratory tests are conducted on sand–rubber mixtures with various percentage of crumb rubber: 0, 0.5, 1.0 and 1.5% by a dry weight. Oedometric tests are carried out in order to explore the influence of rubber particles on the sand compaction and consolidation with focusing on the compressibility parameter. The experimental tests show that the increase of the percentage of crumb rubber leads to an increase of both the compression index Cc and the swelling index Cs of sand–rubber mixtures, contrariwise, a slight decrease in the preconsolidation pressure and the oedometric modulus is observed.</description><subject>Attenuation</subject><subject>Complex Fluids and Microfluidics</subject><subject>Compression index</subject><subject>Consolidation</subject><subject>Damping</subject><subject>Developing countries</subject><subject>Engineering Fluid Dynamics</subject><subject>Engineering Thermodynamics</subject><subject>Foundations</subject><subject>Geoengineering</subject><subject>Heat and Mass Transfer</subject><subject>Highway transportation</subject><subject>Hydraulics</subject><subject>Industrial Chemistry/Chemical Engineering</subject><subject>Laboratories</subject><subject>Laboratory tests</subject><subject>LDCs</subject><subject>Materials Science</subject><subject>Mechanical properties</subject><subject>Original Paper</subject><subject>Physical properties</subject><subject>Physics</subject><subject>Physics and Astronomy</subject><subject>Rubber</subject><subject>Sand</subject><subject>Sandy soils</subject><subject>Scrap</subject><subject>Soft and Granular Matter</subject><subject>Soil compaction</subject><subject>Soil compressibility</subject><subject>Soil mechanics</subject><subject>Soil mixtures</subject><subject>Soil properties</subject><subject>Tires</subject><subject>Transportation networks</subject><subject>Vibration effects</subject><subject>Weight</subject><issn>1434-5021</issn><issn>1434-7636</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp1UMtKxDAUDaLgOPoB7gKuq3k0abqUwRcMuNF1SJp0zNAmY9LCzM5_8A_9ElM64MrNvfcczjlcDgDXGN1ihKq7lCdlBcKiQIKjQpyABS5pWVSc8tPjzRDB5-AipS1CmNW4WoD9WukQ1RDiAaZhNAcYPBw-LGxCv4s2Jadd54ZMtzApb36-vuOotY2wd_thzAo4epNh8BYa11ufXPCqy36fQueMGjKGXVDG-c3EGjcx6RKctapL9uq4l-D98eFt9VysX59eVvfroqGYDwXRjBojaIsFwWVrStyWiGtmMUG14qw2lSbUCm4oIQzTsuGcMFILgxquNadLcDPn7mL4HG0a5DaMMX-YJMGMEkSoQFmFZ1UTQ0rRtnIXXa_iQWIkp4LlXLDMBcupYCmyh8yelLV-Y-Nf8v-mX4gNgNI</recordid><startdate>20190201</startdate><enddate>20190201</enddate><creator>Benessalah, Ismail</creator><creator>Arab, Ahmed</creator><creator>Sadek, Marwan</creator><creator>Bouferra, Rachid</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7SR</scope><scope>7TB</scope><scope>7XB</scope><scope>88I</scope><scope>8AO</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>Q9U</scope><orcidid>https://orcid.org/0000-0002-9456-8339</orcidid></search><sort><creationdate>20190201</creationdate><title>Laboratory study on the compressibility of sand–rubber mixtures under one dimensional consolidation loading conditions</title><author>Benessalah, Ismail ; 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On the other hand, due to their lightweight and high damping performance, several researchers are interested in the use of the soil–rubber mixtures for the attenuation of earthquake motions and ground vibrations by their capacity to absorb the external solicitations. However, several questions arise regarding the mechanical behaviour of the soil–rubber mixtures. This paper presents a thorough study on the impact of scrap tire addition on physical properties of Chlef sandy soil. A series of laboratory tests are conducted on sand–rubber mixtures with various percentage of crumb rubber: 0, 0.5, 1.0 and 1.5% by a dry weight. Oedometric tests are carried out in order to explore the influence of rubber particles on the sand compaction and consolidation with focusing on the compressibility parameter. The experimental tests show that the increase of the percentage of crumb rubber leads to an increase of both the compression index Cc and the swelling index Cs of sand–rubber mixtures, contrariwise, a slight decrease in the preconsolidation pressure and the oedometric modulus is observed.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s10035-018-0860-8</doi><tpages>9</tpages><orcidid>https://orcid.org/0000-0002-9456-8339</orcidid></addata></record> |
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| subjects | Attenuation Complex Fluids and Microfluidics Compression index Consolidation Damping Developing countries Engineering Fluid Dynamics Engineering Thermodynamics Foundations Geoengineering Heat and Mass Transfer Highway transportation Hydraulics Industrial Chemistry/Chemical Engineering Laboratories Laboratory tests LDCs Materials Science Mechanical properties Original Paper Physical properties Physics Physics and Astronomy Rubber Sand Sandy soils Scrap Soft and Granular Matter Soil compaction Soil compressibility Soil mechanics Soil mixtures Soil properties Tires Transportation networks Vibration effects Weight |
| title | Laboratory study on the compressibility of sand–rubber mixtures under one dimensional consolidation loading conditions |
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