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Effects of Curing Temperature on Sand-Ash-Lime Mixtures with Fibres and NaCl
The acceleration of pozzolanic reactions, via increasing curing temperature, has practical applications for soil stabilization at geotechnical sites (e.g. pavement layers). In this context, this research aims the following: to evaluate the influence of curing temperature (23°C and 40°C) on a fibre r...
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| Published in: | Geotechnical and geological engineering 2023-05, Vol.41 (3), p.2221-2235 |
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| cited_by | cdi_FETCH-LOGICAL-c319t-2b343f73dc6051986f4931b1596b520df56bd1ece6b1b66def0cc4528dfddbbb3 |
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| cites | cdi_FETCH-LOGICAL-c319t-2b343f73dc6051986f4931b1596b520df56bd1ece6b1b66def0cc4528dfddbbb3 |
| container_end_page | 2235 |
| container_issue | 3 |
| container_start_page | 2221 |
| container_title | Geotechnical and geological engineering |
| container_volume | 41 |
| creator | Godoy, Vinícius Batista Tomasi, Lennon Ferreira Benetti, Mozara de Araújo, Mariana Tonini Dalmolin, Diego Anderson Heineck, Karla Salvagni |
| description | The acceleration of pozzolanic reactions, via increasing curing temperature, has practical applications for soil stabilization at geotechnical sites (e.g. pavement layers). In this context, this research aims the following: to evaluate the influence of curing temperature (23°C and 40°C) on a fibre reinforced Osorio sand mixed with fly ash, lime and sodium chloride (NaCl) by measuring freezing and thawing cycles, stiffness and unconfined compressive strength; to determine statistically the influence of lime content, NaCl, polypropylene fibres and dry unit weight (γ
d
) over the measured response variable for both curing temperatures; and to expand pavement design methodologies by correlating durability, strength and stiffness with the porosity/binder index [η/(B
iv
)
0.28
]. Regardless of curing temperature the specimen stiffness presented a typical behavior: fibres decreased the mixture stiffness while NaCl increased it. For mixtures without fibres the rupture was brittle, while mixtures with fibres had ductile rupture. Statistical analysis showed that increased compaction (γ
d
of 14kN/m
3
, 15kN/m
3
and 16kN/m
3
) improved all response variables (unconfined compression strength, stiffness at slight strain modulus and freeze–thaw durability). However, better results were achieved with the temperature increment in the curing process. |
| doi_str_mv | 10.1007/s10706-023-02386-9 |
| format | article |
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d
) over the measured response variable for both curing temperatures; and to expand pavement design methodologies by correlating durability, strength and stiffness with the porosity/binder index [η/(B
iv
)
0.28
]. Regardless of curing temperature the specimen stiffness presented a typical behavior: fibres decreased the mixture stiffness while NaCl increased it. For mixtures without fibres the rupture was brittle, while mixtures with fibres had ductile rupture. Statistical analysis showed that increased compaction (γ
d
of 14kN/m
3
, 15kN/m
3
and 16kN/m
3
) improved all response variables (unconfined compression strength, stiffness at slight strain modulus and freeze–thaw durability). However, better results were achieved with the temperature increment in the curing process.</description><identifier>ISSN: 0960-3182</identifier><identifier>EISSN: 1573-1529</identifier><identifier>DOI: 10.1007/s10706-023-02386-9</identifier><language>eng</language><publisher>Cham: Springer International Publishing</publisher><subject>Acceleration ; Civil Engineering ; Compression ; Compressive strength ; Curing ; Curing (processing) ; Dry weight ; Ductile-brittle transition ; Durability ; Earth and Environmental Science ; Earth Sciences ; Fiber reinforced materials ; Fibers ; Fly ash ; Freeze thaw cycles ; Freeze-thaw durability ; Freeze-thawing ; Freezing ; Geotechnical Engineering & Applied Earth Sciences ; Hydrogeology ; Mixtures ; Pavement design ; Pavements ; Polypropylene ; Porosity ; Rupture ; Sand ; Sodium ; Sodium chloride ; Soil compaction ; Soil lime ; Soil porosity ; Soil stabilization ; Soil temperature ; Statistical analysis ; Statistical methods ; Stiffness ; Technical Note ; Temperature ; Terrestrial Pollution ; Thawing ; Toughness ; Waste Management/Waste Technology</subject><ispartof>Geotechnical and geological engineering, 2023-05, Vol.41 (3), p.2221-2235</ispartof><rights>The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c319t-2b343f73dc6051986f4931b1596b520df56bd1ece6b1b66def0cc4528dfddbbb3</citedby><cites>FETCH-LOGICAL-c319t-2b343f73dc6051986f4931b1596b520df56bd1ece6b1b66def0cc4528dfddbbb3</cites><orcidid>0000-0002-0177-410X</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Godoy, Vinícius Batista</creatorcontrib><creatorcontrib>Tomasi, Lennon Ferreira</creatorcontrib><creatorcontrib>Benetti, Mozara</creatorcontrib><creatorcontrib>de Araújo, Mariana Tonini</creatorcontrib><creatorcontrib>Dalmolin, Diego Anderson</creatorcontrib><creatorcontrib>Heineck, Karla Salvagni</creatorcontrib><title>Effects of Curing Temperature on Sand-Ash-Lime Mixtures with Fibres and NaCl</title><title>Geotechnical and geological engineering</title><addtitle>Geotech Geol Eng</addtitle><description>The acceleration of pozzolanic reactions, via increasing curing temperature, has practical applications for soil stabilization at geotechnical sites (e.g. pavement layers). In this context, this research aims the following: to evaluate the influence of curing temperature (23°C and 40°C) on a fibre reinforced Osorio sand mixed with fly ash, lime and sodium chloride (NaCl) by measuring freezing and thawing cycles, stiffness and unconfined compressive strength; to determine statistically the influence of lime content, NaCl, polypropylene fibres and dry unit weight (γ
d
) over the measured response variable for both curing temperatures; and to expand pavement design methodologies by correlating durability, strength and stiffness with the porosity/binder index [η/(B
iv
)
0.28
]. Regardless of curing temperature the specimen stiffness presented a typical behavior: fibres decreased the mixture stiffness while NaCl increased it. For mixtures without fibres the rupture was brittle, while mixtures with fibres had ductile rupture. Statistical analysis showed that increased compaction (γ
d
of 14kN/m
3
, 15kN/m
3
and 16kN/m
3
) improved all response variables (unconfined compression strength, stiffness at slight strain modulus and freeze–thaw durability). However, better results were achieved with the temperature increment in the curing process.</description><subject>Acceleration</subject><subject>Civil Engineering</subject><subject>Compression</subject><subject>Compressive strength</subject><subject>Curing</subject><subject>Curing (processing)</subject><subject>Dry weight</subject><subject>Ductile-brittle transition</subject><subject>Durability</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Fiber reinforced materials</subject><subject>Fibers</subject><subject>Fly ash</subject><subject>Freeze thaw cycles</subject><subject>Freeze-thaw durability</subject><subject>Freeze-thawing</subject><subject>Freezing</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Hydrogeology</subject><subject>Mixtures</subject><subject>Pavement design</subject><subject>Pavements</subject><subject>Polypropylene</subject><subject>Porosity</subject><subject>Rupture</subject><subject>Sand</subject><subject>Sodium</subject><subject>Sodium chloride</subject><subject>Soil compaction</subject><subject>Soil lime</subject><subject>Soil porosity</subject><subject>Soil stabilization</subject><subject>Soil temperature</subject><subject>Statistical analysis</subject><subject>Statistical methods</subject><subject>Stiffness</subject><subject>Technical Note</subject><subject>Temperature</subject><subject>Terrestrial Pollution</subject><subject>Thawing</subject><subject>Toughness</subject><subject>Waste Management/Waste Technology</subject><issn>0960-3182</issn><issn>1573-1529</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><recordid>eNp9kM9LwzAUx4MoOKf_gKeA5-hLsqTNcZTNCVUPznNomsR1bG1NWtT_3tYK3jw83oP3_QEfhK4p3FKA5C5SSEASYHycVBJ1gmZUJJxQwdQpmoGSQDhN2Tm6iHEPAEwCnaF85b0ru4gbj7M-VPUb3rpj60LR9cHhpsYvRW3JMu5IXh0dfqw-x0fEH1W3w-vKjPegwE9FdrhEZ744RHf1u-fodb3aZhuSP98_ZMuclJyqjjDDF9wn3JYSBFWp9AvFqaFCSSMYWC-ksdSVThpqpLTOQ1kuBEutt9YYw-foZsptQ_Peu9jpfdOHeqjULAWeAIiEDio2qcrQxBic122ojkX40hT0SE1P1PRATP9Q02ow8ckU2xGGC3_R_7i-AdRYbss</recordid><startdate>20230501</startdate><enddate>20230501</enddate><creator>Godoy, Vinícius Batista</creator><creator>Tomasi, Lennon Ferreira</creator><creator>Benetti, Mozara</creator><creator>de Araújo, Mariana Tonini</creator><creator>Dalmolin, Diego Anderson</creator><creator>Heineck, Karla Salvagni</creator><general>Springer International Publishing</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TN</scope><scope>7UA</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>H96</scope><scope>HCIFZ</scope><scope>L.G</scope><scope>L6V</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><orcidid>https://orcid.org/0000-0002-0177-410X</orcidid></search><sort><creationdate>20230501</creationdate><title>Effects of Curing Temperature on Sand-Ash-Lime Mixtures with Fibres and NaCl</title><author>Godoy, Vinícius Batista ; Tomasi, Lennon Ferreira ; Benetti, Mozara ; de Araújo, Mariana Tonini ; Dalmolin, Diego Anderson ; Heineck, Karla Salvagni</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-2b343f73dc6051986f4931b1596b520df56bd1ece6b1b66def0cc4528dfddbbb3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Acceleration</topic><topic>Civil Engineering</topic><topic>Compression</topic><topic>Compressive strength</topic><topic>Curing</topic><topic>Curing (processing)</topic><topic>Dry weight</topic><topic>Ductile-brittle transition</topic><topic>Durability</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Fiber reinforced materials</topic><topic>Fibers</topic><topic>Fly ash</topic><topic>Freeze thaw cycles</topic><topic>Freeze-thaw durability</topic><topic>Freeze-thawing</topic><topic>Freezing</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Hydrogeology</topic><topic>Mixtures</topic><topic>Pavement design</topic><topic>Pavements</topic><topic>Polypropylene</topic><topic>Porosity</topic><topic>Rupture</topic><topic>Sand</topic><topic>Sodium</topic><topic>Sodium chloride</topic><topic>Soil compaction</topic><topic>Soil lime</topic><topic>Soil porosity</topic><topic>Soil stabilization</topic><topic>Soil temperature</topic><topic>Statistical analysis</topic><topic>Statistical methods</topic><topic>Stiffness</topic><topic>Technical Note</topic><topic>Temperature</topic><topic>Terrestrial Pollution</topic><topic>Thawing</topic><topic>Toughness</topic><topic>Waste Management/Waste Technology</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Godoy, Vinícius Batista</creatorcontrib><creatorcontrib>Tomasi, Lennon Ferreira</creatorcontrib><creatorcontrib>Benetti, Mozara</creatorcontrib><creatorcontrib>de Araújo, Mariana Tonini</creatorcontrib><creatorcontrib>Dalmolin, Diego Anderson</creatorcontrib><creatorcontrib>Heineck, Karla Salvagni</creatorcontrib><collection>CrossRef</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering Collection</collection><jtitle>Geotechnical and geological engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Godoy, Vinícius Batista</au><au>Tomasi, Lennon Ferreira</au><au>Benetti, Mozara</au><au>de Araújo, Mariana Tonini</au><au>Dalmolin, Diego Anderson</au><au>Heineck, Karla Salvagni</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effects of Curing Temperature on Sand-Ash-Lime Mixtures with Fibres and NaCl</atitle><jtitle>Geotechnical and geological engineering</jtitle><stitle>Geotech Geol Eng</stitle><date>2023-05-01</date><risdate>2023</risdate><volume>41</volume><issue>3</issue><spage>2221</spage><epage>2235</epage><pages>2221-2235</pages><issn>0960-3182</issn><eissn>1573-1529</eissn><abstract>The acceleration of pozzolanic reactions, via increasing curing temperature, has practical applications for soil stabilization at geotechnical sites (e.g. pavement layers). In this context, this research aims the following: to evaluate the influence of curing temperature (23°C and 40°C) on a fibre reinforced Osorio sand mixed with fly ash, lime and sodium chloride (NaCl) by measuring freezing and thawing cycles, stiffness and unconfined compressive strength; to determine statistically the influence of lime content, NaCl, polypropylene fibres and dry unit weight (γ
d
) over the measured response variable for both curing temperatures; and to expand pavement design methodologies by correlating durability, strength and stiffness with the porosity/binder index [η/(B
iv
)
0.28
]. Regardless of curing temperature the specimen stiffness presented a typical behavior: fibres decreased the mixture stiffness while NaCl increased it. For mixtures without fibres the rupture was brittle, while mixtures with fibres had ductile rupture. Statistical analysis showed that increased compaction (γ
d
of 14kN/m
3
, 15kN/m
3
and 16kN/m
3
) improved all response variables (unconfined compression strength, stiffness at slight strain modulus and freeze–thaw durability). However, better results were achieved with the temperature increment in the curing process.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1007/s10706-023-02386-9</doi><tpages>15</tpages><orcidid>https://orcid.org/0000-0002-0177-410X</orcidid></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0960-3182 |
| ispartof | Geotechnical and geological engineering, 2023-05, Vol.41 (3), p.2221-2235 |
| issn | 0960-3182 1573-1529 |
| language | eng |
| recordid | cdi_proquest_journals_2803700571 |
| source | Springer Nature:Jisc Collections:Springer Nature Read and Publish 2023-2025: Springer Reading List |
| subjects | Acceleration Civil Engineering Compression Compressive strength Curing Curing (processing) Dry weight Ductile-brittle transition Durability Earth and Environmental Science Earth Sciences Fiber reinforced materials Fibers Fly ash Freeze thaw cycles Freeze-thaw durability Freeze-thawing Freezing Geotechnical Engineering & Applied Earth Sciences Hydrogeology Mixtures Pavement design Pavements Polypropylene Porosity Rupture Sand Sodium Sodium chloride Soil compaction Soil lime Soil porosity Soil stabilization Soil temperature Statistical analysis Statistical methods Stiffness Technical Note Temperature Terrestrial Pollution Thawing Toughness Waste Management/Waste Technology |
| title | Effects of Curing Temperature on Sand-Ash-Lime Mixtures with Fibres and NaCl |
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