Predicting Unconfined Compressive Strength Decrease of Carbonate Building Materials against Frost Attack Using Nondestructive Physical Tests
Carbonate building materials and engineering constructions are exposed to severe seasonal environmental fluctuations and result in a full or partial disintegration, especially in cold regions, and employment of nondestructive methods for evaluating the durability of building materials subject to fro...
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description | Carbonate building materials and engineering constructions are exposed to severe seasonal environmental fluctuations and result in a full or partial disintegration, especially in cold regions, and employment of nondestructive methods for evaluating the durability of building materials subject to frost weathering is gaining great significance. This research aims to obtain reliable relationships between unconfined compressive strength decrease and nondestructive parameters variations of limestone types under frost conditions and provide useful information regarding their durability in order to ensure the long-term viability or sustainability of these materials used for constructions against frost conditions. In this study, five important types of Chinese limestone used as construction materials were subjected to 50 frost cycles. Unconfined compressive strength, compressional wave velocity and spatial attenuation, and porosity were obtained at the end of every 10 cycles. As a result of progression in frost cycles, the increase and decrease rates were determined at the end of every 10 cycles, and the relationships between them were obtained to predict the loss ratios of unconfined compressive strength (RDσc). Results indicated that at the end of 40th cycles, there was a high correlation between RDσc and spatial attenuation loss with an R2 of 0.8584. Furthermore, there was also a strong relationship between RDσc and compressional wave velocity decrease after the end of 20th and 50th cycles with an R2 of 0.9089 and 0.9025, respectively. Therefore, these relations are reliable to provide useful information for durability and viability of studied samples under frost conditions and support the use of the ultrasonic measurements. It can also be successfully used for pre-estimation of unconfined compressive strength loss of studied limestone types against frost weathering without any tests. |
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This research aims to obtain reliable relationships between unconfined compressive strength decrease and nondestructive parameters variations of limestone types under frost conditions and provide useful information regarding their durability in order to ensure the long-term viability or sustainability of these materials used for constructions against frost conditions. In this study, five important types of Chinese limestone used as construction materials were subjected to 50 frost cycles. Unconfined compressive strength, compressional wave velocity and spatial attenuation, and porosity were obtained at the end of every 10 cycles. As a result of progression in frost cycles, the increase and decrease rates were determined at the end of every 10 cycles, and the relationships between them were obtained to predict the loss ratios of unconfined compressive strength (RDσc). Results indicated that at the end of 40th cycles, there was a high correlation between RDσc and spatial attenuation loss with an R2 of 0.8584. Furthermore, there was also a strong relationship between RDσc and compressional wave velocity decrease after the end of 20th and 50th cycles with an R2 of 0.9089 and 0.9025, respectively. Therefore, these relations are reliable to provide useful information for durability and viability of studied samples under frost conditions and support the use of the ultrasonic measurements. It can also be successfully used for pre-estimation of unconfined compressive strength loss of studied limestone types against frost weathering without any tests.</description><identifier>ISSN: 2071-1050</identifier><identifier>EISSN: 2071-1050</identifier><identifier>DOI: 10.3390/su12041379</identifier><language>eng</language><publisher>Basel: MDPI AG</publisher><subject>Building materials ; Buildings ; Cold ; Cold regions ; Compressive strength ; Construction materials ; Disintegration ; Durability ; Frost ; Impact strength ; Limestone ; Mechanical properties ; Mineralogy ; Minerals ; Nondestructive testing ; Permeability ; Physical tests ; Porosity ; Quartz ; Sustainability ; Tensile strength ; Test methods ; Velocity ; Wave attenuation ; Wave velocity ; Weathering</subject><ispartof>Sustainability, 2020-01, Vol.12 (4), p.1379</ispartof><rights>2020. This work is licensed under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a318t-4270e7ec68eb34781cd94301e6666530a07a389b556cdbfdf8a63a2ce26933463</citedby><cites>FETCH-LOGICAL-a318t-4270e7ec68eb34781cd94301e6666530a07a389b556cdbfdf8a63a2ce26933463</cites><orcidid>0000-0002-2632-2628 ; 0000-0002-3154-5017</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids></links><search><creatorcontrib>Abdelhamid, Marzouk Mohamed Aly</creatorcontrib><creatorcontrib>Li, Dong</creatorcontrib><creatorcontrib>Ren, Gaofeng</creatorcontrib><title>Predicting Unconfined Compressive Strength Decrease of Carbonate Building Materials against Frost Attack Using Nondestructive Physical Tests</title><title>Sustainability</title><description>Carbonate building materials and engineering constructions are exposed to severe seasonal environmental fluctuations and result in a full or partial disintegration, especially in cold regions, and employment of nondestructive methods for evaluating the durability of building materials subject to frost weathering is gaining great significance. This research aims to obtain reliable relationships between unconfined compressive strength decrease and nondestructive parameters variations of limestone types under frost conditions and provide useful information regarding their durability in order to ensure the long-term viability or sustainability of these materials used for constructions against frost conditions. In this study, five important types of Chinese limestone used as construction materials were subjected to 50 frost cycles. Unconfined compressive strength, compressional wave velocity and spatial attenuation, and porosity were obtained at the end of every 10 cycles. As a result of progression in frost cycles, the increase and decrease rates were determined at the end of every 10 cycles, and the relationships between them were obtained to predict the loss ratios of unconfined compressive strength (RDσc). Results indicated that at the end of 40th cycles, there was a high correlation between RDσc and spatial attenuation loss with an R2 of 0.8584. Furthermore, there was also a strong relationship between RDσc and compressional wave velocity decrease after the end of 20th and 50th cycles with an R2 of 0.9089 and 0.9025, respectively. Therefore, these relations are reliable to provide useful information for durability and viability of studied samples under frost conditions and support the use of the ultrasonic measurements. It can also be successfully used for pre-estimation of unconfined compressive strength loss of studied limestone types against frost weathering without any tests.</description><subject>Building materials</subject><subject>Buildings</subject><subject>Cold</subject><subject>Cold regions</subject><subject>Compressive strength</subject><subject>Construction materials</subject><subject>Disintegration</subject><subject>Durability</subject><subject>Frost</subject><subject>Impact strength</subject><subject>Limestone</subject><subject>Mechanical properties</subject><subject>Mineralogy</subject><subject>Minerals</subject><subject>Nondestructive testing</subject><subject>Permeability</subject><subject>Physical tests</subject><subject>Porosity</subject><subject>Quartz</subject><subject>Sustainability</subject><subject>Tensile strength</subject><subject>Test methods</subject><subject>Velocity</subject><subject>Wave attenuation</subject><subject>Wave velocity</subject><subject>Weathering</subject><issn>2071-1050</issn><issn>2071-1050</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNpNUFtLwzAUDqLgmHvxFwR8E6q5tGn7OKtTYerA7bmk6emWuSUzSYX9B3-0GRP0PJwb34VzELqk5Ibzktz6njKSUp6XJ2jASE4TSjJy-q8_RyPv1yQG57SkYoC-Zw5arYI2S7wwyppOG2hxZbc7B97rL8DvwYFZhhW-B-VAesC2w5V0jTUyAL7r9aY90F_i5LTceCyXUhsf8MTZmMchSPWBF_4AerWmBR9cHy2j9my191rJDZ7Hpb9AZ13kw-i3DtFi8jCvnpLp2-NzNZ4mktMiJCnLCeSgRAENT_OCqrZMOaEgYmScSJJLXpRNlgnVNl3bFVJwyRQwUXKeCj5EV0fdnbOffXSu17Z3JlrWLE0jVTDBIur6iFLxDO-gq3dOb6Xb15TUh4fXfw_nP78ndL4</recordid><startdate>20200101</startdate><enddate>20200101</enddate><creator>Abdelhamid, Marzouk Mohamed Aly</creator><creator>Li, Dong</creator><creator>Ren, Gaofeng</creator><general>MDPI AG</general><scope>AAYXX</scope><scope>CITATION</scope><scope>4U-</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><orcidid>https://orcid.org/0000-0002-2632-2628</orcidid><orcidid>https://orcid.org/0000-0002-3154-5017</orcidid></search><sort><creationdate>20200101</creationdate><title>Predicting Unconfined Compressive Strength Decrease of Carbonate Building Materials against Frost Attack Using Nondestructive Physical Tests</title><author>Abdelhamid, Marzouk Mohamed Aly ; Li, Dong ; Ren, Gaofeng</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a318t-4270e7ec68eb34781cd94301e6666530a07a389b556cdbfdf8a63a2ce26933463</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Building materials</topic><topic>Buildings</topic><topic>Cold</topic><topic>Cold regions</topic><topic>Compressive strength</topic><topic>Construction materials</topic><topic>Disintegration</topic><topic>Durability</topic><topic>Frost</topic><topic>Impact strength</topic><topic>Limestone</topic><topic>Mechanical properties</topic><topic>Mineralogy</topic><topic>Minerals</topic><topic>Nondestructive testing</topic><topic>Permeability</topic><topic>Physical tests</topic><topic>Porosity</topic><topic>Quartz</topic><topic>Sustainability</topic><topic>Tensile strength</topic><topic>Test methods</topic><topic>Velocity</topic><topic>Wave attenuation</topic><topic>Wave velocity</topic><topic>Weathering</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Abdelhamid, Marzouk Mohamed Aly</creatorcontrib><creatorcontrib>Li, Dong</creatorcontrib><creatorcontrib>Ren, Gaofeng</creatorcontrib><collection>CrossRef</collection><collection>University Readers</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Publicly Available Content 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>ProQuest Central China</collection><jtitle>Sustainability</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Abdelhamid, Marzouk Mohamed Aly</au><au>Li, Dong</au><au>Ren, Gaofeng</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Predicting Unconfined Compressive Strength Decrease of Carbonate Building Materials against Frost Attack Using Nondestructive Physical Tests</atitle><jtitle>Sustainability</jtitle><date>2020-01-01</date><risdate>2020</risdate><volume>12</volume><issue>4</issue><spage>1379</spage><pages>1379-</pages><issn>2071-1050</issn><eissn>2071-1050</eissn><abstract>Carbonate building materials and engineering constructions are exposed to severe seasonal environmental fluctuations and result in a full or partial disintegration, especially in cold regions, and employment of nondestructive methods for evaluating the durability of building materials subject to frost weathering is gaining great significance. This research aims to obtain reliable relationships between unconfined compressive strength decrease and nondestructive parameters variations of limestone types under frost conditions and provide useful information regarding their durability in order to ensure the long-term viability or sustainability of these materials used for constructions against frost conditions. In this study, five important types of Chinese limestone used as construction materials were subjected to 50 frost cycles. Unconfined compressive strength, compressional wave velocity and spatial attenuation, and porosity were obtained at the end of every 10 cycles. As a result of progression in frost cycles, the increase and decrease rates were determined at the end of every 10 cycles, and the relationships between them were obtained to predict the loss ratios of unconfined compressive strength (RDσc). Results indicated that at the end of 40th cycles, there was a high correlation between RDσc and spatial attenuation loss with an R2 of 0.8584. Furthermore, there was also a strong relationship between RDσc and compressional wave velocity decrease after the end of 20th and 50th cycles with an R2 of 0.9089 and 0.9025, respectively. Therefore, these relations are reliable to provide useful information for durability and viability of studied samples under frost conditions and support the use of the ultrasonic measurements. It can also be successfully used for pre-estimation of unconfined compressive strength loss of studied limestone types against frost weathering without any tests.</abstract><cop>Basel</cop><pub>MDPI AG</pub><doi>10.3390/su12041379</doi><orcidid>https://orcid.org/0000-0002-2632-2628</orcidid><orcidid>https://orcid.org/0000-0002-3154-5017</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Building materials Buildings Cold Cold regions Compressive strength Construction materials Disintegration Durability Frost Impact strength Limestone Mechanical properties Mineralogy Minerals Nondestructive testing Permeability Physical tests Porosity Quartz Sustainability Tensile strength Test methods Velocity Wave attenuation Wave velocity Weathering |
title | Predicting Unconfined Compressive Strength Decrease of Carbonate Building Materials against Frost Attack Using Nondestructive Physical Tests |
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