Effect of Temperature on the Strength of Lime–Cement Stabilized Norwegian Clays
AbstractWhen performing soil stabilization of soft clays, the effect of temperature on the properties of the stabilized material is usually not considered. In this study, the curing temperature development and its effect on the shear strength and stiffness of lime–cement stabilized Norwegian clays w...
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Veröffentlicht in: | Journal of geotechnical and geoenvironmental engineering 2022-03, Vol.148 (3) |
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creator | Fiskvik Bache, Bjørn Kristian Wiersholm, Pernille Paniagua, Priscilla Emdal, Arnfinn |
description | AbstractWhen performing soil stabilization of soft clays, the effect of temperature on the properties of the stabilized material is usually not considered. In this study, the curing temperature development and its effect on the shear strength and stiffness of lime–cement stabilized Norwegian clays was studied by field measurements, laboratory tests, and numerical analysis. The study includes 18 samples cured under different temperatures and tested by uniaxial unconfined compression (UC) tests. By increasing the curing temperature of the stabilized soil, a significantly faster strength development and higher shear strength values were observed. Monitoring the temperature in the field and introducing the maturity number allowed for the calculation of the maturity of the installed piles. In combination with laboratory results, the use of a maturity number allows to estimate shear strength and the stiffness development of the installed columns. This may allow for a higher utilization of the stabilized material, which further on can lead to reduced amount of binder or a reduction of installed columns, giving reduced costs and carbon dioxide emissions associated with the installation process. |
doi_str_mv | 10.1061/(ASCE)GT.1943-5606.0002699 |
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In this study, the curing temperature development and its effect on the shear strength and stiffness of lime–cement stabilized Norwegian clays was studied by field measurements, laboratory tests, and numerical analysis. The study includes 18 samples cured under different temperatures and tested by uniaxial unconfined compression (UC) tests. By increasing the curing temperature of the stabilized soil, a significantly faster strength development and higher shear strength values were observed. Monitoring the temperature in the field and introducing the maturity number allowed for the calculation of the maturity of the installed piles. In combination with laboratory results, the use of a maturity number allows to estimate shear strength and the stiffness development of the installed columns. 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This may allow for a higher utilization of the stabilized material, which further on can lead to reduced amount of binder or a reduction of installed columns, giving reduced costs and carbon dioxide emissions associated with the installation process.</description><subject>Carbon dioxide</subject><subject>Carbon dioxide emissions</subject><subject>Cement</subject><subject>Clay</subject><subject>Columns (structural)</subject><subject>Compression</subject><subject>Compression tests</subject><subject>Concrete</subject><subject>Curing</subject><subject>Curing (processing)</subject><subject>Emissions</subject><subject>Laboratories</subject><subject>Laboratory tests</subject><subject>Lime</subject><subject>Maturity</subject><subject>Numerical analysis</subject><subject>Shear strength</subject><subject>Soil</subject><subject>Soil lime</subject><subject>Soil stabilization</subject><subject>Soil temperature</subject><subject>Stiffness</subject><subject>Technical Papers</subject><subject>Temperature</subject><subject>Temperature effects</subject><issn>1090-0241</issn><issn>1943-5606</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNp1kM1Kw0AQxxdRsFbfIehFD6m72a_Em4RahaJI43nZpDNtSpvUzRapJ9_BN_RJTGjVk6cZ5v8x8CPknNEBo4pdX95O0uHVKBuwRPBQKqoGlNJIJckB6f3eDtudJjSkkWDH5KRpFq1J0DjqkechIhQ-qDHIYLUGZ_3GQVBXgZ9DMPEOqpmfd_K4XMHXx2cKK6h8q9i8XJbvMA0ea_cGs9JWQbq02-aUHKFdNnC2n33ycjfM0vtw_DR6SG_HoeVc-1DbKeZC6jgXmGsOUiJGhcCYS1rIgifUoo4VY7nloDhymaDEKWotIdIaeZ9c7HrXrn7dQOPNot64qn1pIsVEEjMho9Z1s3MVrm4aB2jWrlxZtzWMmg6hMR1CM8pMh8t0uMweYRtWu7BtCvir_0n-H_wGKl12WA</recordid><startdate>20220301</startdate><enddate>20220301</enddate><creator>Fiskvik Bache, Bjørn Kristian</creator><creator>Wiersholm, Pernille</creator><creator>Paniagua, Priscilla</creator><creator>Emdal, Arnfinn</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KR7</scope><scope>L.G</scope><scope>SOI</scope></search><sort><creationdate>20220301</creationdate><title>Effect of Temperature on the Strength of Lime–Cement Stabilized Norwegian Clays</title><author>Fiskvik Bache, Bjørn Kristian ; Wiersholm, Pernille ; Paniagua, Priscilla ; Emdal, Arnfinn</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a337t-7adfb4578b4fb73e55ff2c4f8350c5c390af78611ba3e63f359f5fdf775e277f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Carbon dioxide</topic><topic>Carbon dioxide emissions</topic><topic>Cement</topic><topic>Clay</topic><topic>Columns (structural)</topic><topic>Compression</topic><topic>Compression tests</topic><topic>Concrete</topic><topic>Curing</topic><topic>Curing (processing)</topic><topic>Emissions</topic><topic>Laboratories</topic><topic>Laboratory tests</topic><topic>Lime</topic><topic>Maturity</topic><topic>Numerical analysis</topic><topic>Shear strength</topic><topic>Soil</topic><topic>Soil lime</topic><topic>Soil stabilization</topic><topic>Soil temperature</topic><topic>Stiffness</topic><topic>Technical Papers</topic><topic>Temperature</topic><topic>Temperature effects</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Fiskvik Bache, Bjørn Kristian</creatorcontrib><creatorcontrib>Wiersholm, Pernille</creatorcontrib><creatorcontrib>Paniagua, Priscilla</creatorcontrib><creatorcontrib>Emdal, Arnfinn</creatorcontrib><collection>CrossRef</collection><collection>Environment Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environment Abstracts</collection><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Fiskvik Bache, Bjørn Kristian</au><au>Wiersholm, Pernille</au><au>Paniagua, Priscilla</au><au>Emdal, Arnfinn</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effect of Temperature on the Strength of Lime–Cement Stabilized Norwegian Clays</atitle><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle><date>2022-03-01</date><risdate>2022</risdate><volume>148</volume><issue>3</issue><issn>1090-0241</issn><eissn>1943-5606</eissn><abstract>AbstractWhen performing soil stabilization of soft clays, the effect of temperature on the properties of the stabilized material is usually not considered. In this study, the curing temperature development and its effect on the shear strength and stiffness of lime–cement stabilized Norwegian clays was studied by field measurements, laboratory tests, and numerical analysis. The study includes 18 samples cured under different temperatures and tested by uniaxial unconfined compression (UC) tests. By increasing the curing temperature of the stabilized soil, a significantly faster strength development and higher shear strength values were observed. Monitoring the temperature in the field and introducing the maturity number allowed for the calculation of the maturity of the installed piles. In combination with laboratory results, the use of a maturity number allows to estimate shear strength and the stiffness development of the installed columns. This may allow for a higher utilization of the stabilized material, which further on can lead to reduced amount of binder or a reduction of installed columns, giving reduced costs and carbon dioxide emissions associated with the installation process.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)GT.1943-5606.0002699</doi></addata></record> |
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source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | Carbon dioxide Carbon dioxide emissions Cement Clay Columns (structural) Compression Compression tests Concrete Curing Curing (processing) Emissions Laboratories Laboratory tests Lime Maturity Numerical analysis Shear strength Soil Soil lime Soil stabilization Soil temperature Stiffness Technical Papers Temperature Temperature effects |
title | Effect of Temperature on the Strength of Lime–Cement Stabilized Norwegian Clays |
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