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Effect of ultra-fine limestone powder on leaching resistance of cement mortar

[Display omitted] •The method for cement mortar leaching tests under continuous immersion and wet/dry cycles was proposed.•Stone powder is not conducive to mortar resistance to calcium corrosion under wet/dry cycles.•The dissolution rate deviates from Fick's law under wet/dry cycles. This study...

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Published in:Construction & building materials 2023-03, Vol.368, p.130422, Article 130422
Main Authors: Rong, Hong-liu, Zhou, Ze-hua, Peng, Shao-long, Huang, Ying, Liang, Jun-lin, Yang, Xiao-long, Shi, Ju-chuang, Feng, Yu-meng
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cited_by cdi_FETCH-LOGICAL-c321t-4a30e90f2265c9a4b067cc036acc993b90630a050a3501d12c05cc8be62e9a523
cites cdi_FETCH-LOGICAL-c321t-4a30e90f2265c9a4b067cc036acc993b90630a050a3501d12c05cc8be62e9a523
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container_start_page 130422
container_title Construction & building materials
container_volume 368
creator Rong, Hong-liu
Zhou, Ze-hua
Peng, Shao-long
Huang, Ying
Liang, Jun-lin
Yang, Xiao-long
Shi, Ju-chuang
Feng, Yu-meng
description [Display omitted] •The method for cement mortar leaching tests under continuous immersion and wet/dry cycles was proposed.•Stone powder is not conducive to mortar resistance to calcium corrosion under wet/dry cycles.•The dissolution rate deviates from Fick's law under wet/dry cycles. This study investigated the effect of ultrafine limestone powder on the calcium leaching performance of cement mortar. Ammonium chloride solution (3 mol/L) was used as the accelerated medium with a controlled pH disposal, and leaching tests of cement mortar were conducted using continuous immersion and wet/dry cycles. The evolution laws of the leaching depth, calcium ion dissolution, compressive strength, flexural strength, porosity, physical phase composition and microstructure were analyzed. The results show that with the expansion of the leaching area, the mechanical properties of the mortar in the leaching environment deteriorate and the porosity increases. The coupling effect of wet/dry cycles and leaching can significantly increase the deterioration rate of mortar, and the dissolution rate gradually deviates from Fick's law. An appropriate amount of ultrafine limestone powder can reduce the porosity and improve the density of the micro-structure, thus inhibiting the leaching damage of mortar in an immersion environment. However, this degrades the structural properties of the wet/dry leaching coupling environment, and the structural properties of the mortar deteriorate faster with an increase in the ultrafine stone powder admixture.
doi_str_mv 10.1016/j.conbuildmat.2023.130422
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This study investigated the effect of ultrafine limestone powder on the calcium leaching performance of cement mortar. Ammonium chloride solution (3 mol/L) was used as the accelerated medium with a controlled pH disposal, and leaching tests of cement mortar were conducted using continuous immersion and wet/dry cycles. The evolution laws of the leaching depth, calcium ion dissolution, compressive strength, flexural strength, porosity, physical phase composition and microstructure were analyzed. The results show that with the expansion of the leaching area, the mechanical properties of the mortar in the leaching environment deteriorate and the porosity increases. The coupling effect of wet/dry cycles and leaching can significantly increase the deterioration rate of mortar, and the dissolution rate gradually deviates from Fick's law. An appropriate amount of ultrafine limestone powder can reduce the porosity and improve the density of the micro-structure, thus inhibiting the leaching damage of mortar in an immersion environment. 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This study investigated the effect of ultrafine limestone powder on the calcium leaching performance of cement mortar. Ammonium chloride solution (3 mol/L) was used as the accelerated medium with a controlled pH disposal, and leaching tests of cement mortar were conducted using continuous immersion and wet/dry cycles. The evolution laws of the leaching depth, calcium ion dissolution, compressive strength, flexural strength, porosity, physical phase composition and microstructure were analyzed. The results show that with the expansion of the leaching area, the mechanical properties of the mortar in the leaching environment deteriorate and the porosity increases. The coupling effect of wet/dry cycles and leaching can significantly increase the deterioration rate of mortar, and the dissolution rate gradually deviates from Fick's law. An appropriate amount of ultrafine limestone powder can reduce the porosity and improve the density of the micro-structure, thus inhibiting the leaching damage of mortar in an immersion environment. However, this degrades the structural properties of the wet/dry leaching coupling environment, and the structural properties of the mortar deteriorate faster with an increase in the ultrafine stone powder admixture.</description><subject>Calcium dissolution</subject><subject>Cement mortar</subject><subject>Durability of cement-based materials</subject><subject>Limestone powder</subject><subject>Microstructure</subject><subject>Wet and dry cycles</subject><issn>0950-0618</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><recordid>eNqNkMtOwzAQRb0AiVL4B_MBCWO7MfUSVeUhFbGBteVMxuAqiSvbBfH3pCqLLlnN3ZyrO4exGwG1AKFvtzXGsd2HvhtcqSVIVQsFCynP2AxMAxVosbxglzlvAUBLLWfsZe09YeHR831fkqt8GIn3YaBc4pR28bujxOPIe3L4GcYPniiHXNyIdKCQBhoLH2IqLl2xc-_6TNd_d87eH9Zvq6dq8_r4vLrfVKikKNXCKSADXkrdoHGLFvQdIijtEI1RrQGtwEEDTjUgOiERGsRlS1qScY1Uc2aOvZhizom83aUwuPRjBdiDC7u1Jy7swYU9upjY1ZGlaeBXoGQzBpq-6UKaTNguhn-0_ALjdnBc</recordid><startdate>20230303</startdate><enddate>20230303</enddate><creator>Rong, Hong-liu</creator><creator>Zhou, Ze-hua</creator><creator>Peng, Shao-long</creator><creator>Huang, Ying</creator><creator>Liang, Jun-lin</creator><creator>Yang, Xiao-long</creator><creator>Shi, Ju-chuang</creator><creator>Feng, Yu-meng</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><orcidid>https://orcid.org/0000-0002-1475-3279</orcidid></search><sort><creationdate>20230303</creationdate><title>Effect of ultra-fine limestone powder on leaching resistance of cement mortar</title><author>Rong, Hong-liu ; Zhou, Ze-hua ; Peng, Shao-long ; Huang, Ying ; Liang, Jun-lin ; Yang, Xiao-long ; Shi, Ju-chuang ; Feng, Yu-meng</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c321t-4a30e90f2265c9a4b067cc036acc993b90630a050a3501d12c05cc8be62e9a523</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Calcium dissolution</topic><topic>Cement mortar</topic><topic>Durability of cement-based materials</topic><topic>Limestone powder</topic><topic>Microstructure</topic><topic>Wet and dry cycles</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Rong, Hong-liu</creatorcontrib><creatorcontrib>Zhou, Ze-hua</creatorcontrib><creatorcontrib>Peng, Shao-long</creatorcontrib><creatorcontrib>Huang, Ying</creatorcontrib><creatorcontrib>Liang, Jun-lin</creatorcontrib><creatorcontrib>Yang, Xiao-long</creatorcontrib><creatorcontrib>Shi, Ju-chuang</creatorcontrib><creatorcontrib>Feng, Yu-meng</creatorcontrib><collection>CrossRef</collection><jtitle>Construction &amp; building materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Rong, Hong-liu</au><au>Zhou, Ze-hua</au><au>Peng, Shao-long</au><au>Huang, Ying</au><au>Liang, Jun-lin</au><au>Yang, Xiao-long</au><au>Shi, Ju-chuang</au><au>Feng, Yu-meng</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effect of ultra-fine limestone powder on leaching resistance of cement mortar</atitle><jtitle>Construction &amp; building materials</jtitle><date>2023-03-03</date><risdate>2023</risdate><volume>368</volume><spage>130422</spage><pages>130422-</pages><artnum>130422</artnum><issn>0950-0618</issn><abstract>[Display omitted] •The method for cement mortar leaching tests under continuous immersion and wet/dry cycles was proposed.•Stone powder is not conducive to mortar resistance to calcium corrosion under wet/dry cycles.•The dissolution rate deviates from Fick's law under wet/dry cycles. This study investigated the effect of ultrafine limestone powder on the calcium leaching performance of cement mortar. Ammonium chloride solution (3 mol/L) was used as the accelerated medium with a controlled pH disposal, and leaching tests of cement mortar were conducted using continuous immersion and wet/dry cycles. The evolution laws of the leaching depth, calcium ion dissolution, compressive strength, flexural strength, porosity, physical phase composition and microstructure were analyzed. The results show that with the expansion of the leaching area, the mechanical properties of the mortar in the leaching environment deteriorate and the porosity increases. The coupling effect of wet/dry cycles and leaching can significantly increase the deterioration rate of mortar, and the dissolution rate gradually deviates from Fick's law. An appropriate amount of ultrafine limestone powder can reduce the porosity and improve the density of the micro-structure, thus inhibiting the leaching damage of mortar in an immersion environment. However, this degrades the structural properties of the wet/dry leaching coupling environment, and the structural properties of the mortar deteriorate faster with an increase in the ultrafine stone powder admixture.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.conbuildmat.2023.130422</doi><orcidid>https://orcid.org/0000-0002-1475-3279</orcidid></addata></record>
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subjects Calcium dissolution
Cement mortar
Durability of cement-based materials
Limestone powder
Microstructure
Wet and dry cycles
title Effect of ultra-fine limestone powder on leaching resistance of cement mortar
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