Omid Bamshad , Amir Mohammad Ramezanianpour , Alireza Habibi
{"title":"圆形ckd基碱活化混凝土的抗冻融性能和氯离子渗透性","authors":"Omid Bamshad , Amir Mohammad Ramezanianpour , Alireza Habibi","doi":"10.1016/j.istruc.2025.109308","DOIUrl":null,"url":null,"abstract":"<div><div>Alkali-activated concrete (AAC) is a sustainable construction material developed with industrial by-products to eliminate the use of cement in concrete production. The aim of this study was to develop AAC using cement kiln dust (CKD) and recycled alkali-activated concrete aggregate (RGA), namely circular alkali-activated concrete (CAAC), and its properties were compared with AAC, Portland cement concrete (PCC), and circular ordinary concrete (COC). The compressive strength of the four mix scenarios was designed in the same range. Several experiments including freeze-thaw resistance and chloride ion permeability, as well as micro-structural analysis were performed through mercury intrusion porosimetry (MIP) and scanning electron microscopy (SEM). The results revealed that CKD-based CAAC and AAC had comparable durability properties to PCC and COC under freeze-thaw condition. So, the sorptivity coefficient of 28-day AAC, CAAC, PCC, and COC specimens after 50 freeze-thaw cycles was 0.226 kg/sec<sup>0.5</sup>.m<sup>2</sup>, 0.245 kg/sec<sup>0.5</sup>.m<sup>2</sup>, 0.317 kg/sec<sup>0.5</sup>.m<sup>2</sup>, and 0.388 kg/sec<sup>0.5</sup>.m<sup>2</sup>, respectively. Furthermore, the results of rapid chloride permeability test (RCPT), rapid chloride migration test (RCMT), and bulk electrical conductivity (BEC) showed that CKD-based CAAC and AAC had lower chloride ion penetration than COC and PCC. So, the migration coefficient of 28-day AAC, CAAC, PCC, and COC specimens was 7.5 E-12 m<sup>2</sup>/s, 8.8 E-12 m<sup>2</sup>/s, 17.7 E-12 m<sup>2</sup>/s, and 20.7 E-12 m<sup>2</sup>/s, respectively. Finally, the pore structure of the specimens revealed that the total porosity of alkali-activated specimens was less than PCC and COC before and after freeze-thaw cycles. The total porosity of 90-day AAC, CAAC, PCC, and COC specimens after 50 freeze-thaw cycles was increased by 1.95 %, 2.56 %, 3.27 %, and 4.18 %, respectively. It could be stated that regarding the minor difference between compressive strength, durability, and microstructure of CKD-based CAAC and AAC, using CKD-based CAAC is preferred.</div></div>","PeriodicalId":48642,"journal":{"name":"Structures","volume":"78 ","pages":"Article 109308"},"PeriodicalIF":3.9000,"publicationDate":"2025-05-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Freeze-thaw resistance and chloride permeability of circular CKD-based alkali-activated concrete\",\"authors\":\"Omid Bamshad , Amir Mohammad Ramezanianpour , Alireza Habibi\",\"doi\":\"10.1016/j.istruc.2025.109308\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Alkali-activated concrete (AAC) is a sustainable construction material developed with industrial by-products to eliminate the use of cement in concrete production. The aim of this study was to develop AAC using cement kiln dust (CKD) and recycled alkali-activated concrete aggregate (RGA), namely circular alkali-activated concrete (CAAC), and its properties were compared with AAC, Portland cement concrete (PCC), and circular ordinary concrete (COC). The compressive strength of the four mix scenarios was designed in the same range. Several experiments including freeze-thaw resistance and chloride ion permeability, as well as micro-structural analysis were performed through mercury intrusion porosimetry (MIP) and scanning electron microscopy (SEM). The results revealed that CKD-based CAAC and AAC had comparable durability properties to PCC and COC under freeze-thaw condition. So, the sorptivity coefficient of 28-day AAC, CAAC, PCC, and COC specimens after 50 freeze-thaw cycles was 0.226 kg/sec<sup>0.5</sup>.m<sup>2</sup>, 0.245 kg/sec<sup>0.5</sup>.m<sup>2</sup>, 0.317 kg/sec<sup>0.5</sup>.m<sup>2</sup>, and 0.388 kg/sec<sup>0.5</sup>.m<sup>2</sup>, respectively. Furthermore, the results of rapid chloride permeability test (RCPT), rapid chloride migration test (RCMT), and bulk electrical conductivity (BEC) showed that CKD-based CAAC and AAC had lower chloride ion penetration than COC and PCC. So, the migration coefficient of 28-day AAC, CAAC, PCC, and COC specimens was 7.5 E-12 m<sup>2</sup>/s, 8.8 E-12 m<sup>2</sup>/s, 17.7 E-12 m<sup>2</sup>/s, and 20.7 E-12 m<sup>2</sup>/s, respectively. Finally, the pore structure of the specimens revealed that the total porosity of alkali-activated specimens was less than PCC and COC before and after freeze-thaw cycles. The total porosity of 90-day AAC, CAAC, PCC, and COC specimens after 50 freeze-thaw cycles was increased by 1.95 %, 2.56 %, 3.27 %, and 4.18 %, respectively. It could be stated that regarding the minor difference between compressive strength, durability, and microstructure of CKD-based CAAC and AAC, using CKD-based CAAC is preferred.</div></div>\",\"PeriodicalId\":48642,\"journal\":{\"name\":\"Structures\",\"volume\":\"78 \",\"pages\":\"Article 109308\"},\"PeriodicalIF\":3.9000,\"publicationDate\":\"2025-05-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2352012425011221\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352012425011221","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Freeze-thaw resistance and chloride permeability of circular CKD-based alkali-activated concrete
Alkali-activated concrete (AAC) is a sustainable construction material developed with industrial by-products to eliminate the use of cement in concrete production. The aim of this study was to develop AAC using cement kiln dust (CKD) and recycled alkali-activated concrete aggregate (RGA), namely circular alkali-activated concrete (CAAC), and its properties were compared with AAC, Portland cement concrete (PCC), and circular ordinary concrete (COC). The compressive strength of the four mix scenarios was designed in the same range. Several experiments including freeze-thaw resistance and chloride ion permeability, as well as micro-structural analysis were performed through mercury intrusion porosimetry (MIP) and scanning electron microscopy (SEM). The results revealed that CKD-based CAAC and AAC had comparable durability properties to PCC and COC under freeze-thaw condition. So, the sorptivity coefficient of 28-day AAC, CAAC, PCC, and COC specimens after 50 freeze-thaw cycles was 0.226 kg/sec0.5.m2, 0.245 kg/sec0.5.m2, 0.317 kg/sec0.5.m2, and 0.388 kg/sec0.5.m2, respectively. Furthermore, the results of rapid chloride permeability test (RCPT), rapid chloride migration test (RCMT), and bulk electrical conductivity (BEC) showed that CKD-based CAAC and AAC had lower chloride ion penetration than COC and PCC. So, the migration coefficient of 28-day AAC, CAAC, PCC, and COC specimens was 7.5 E-12 m2/s, 8.8 E-12 m2/s, 17.7 E-12 m2/s, and 20.7 E-12 m2/s, respectively. Finally, the pore structure of the specimens revealed that the total porosity of alkali-activated specimens was less than PCC and COC before and after freeze-thaw cycles. The total porosity of 90-day AAC, CAAC, PCC, and COC specimens after 50 freeze-thaw cycles was increased by 1.95 %, 2.56 %, 3.27 %, and 4.18 %, respectively. It could be stated that regarding the minor difference between compressive strength, durability, and microstructure of CKD-based CAAC and AAC, using CKD-based CAAC is preferred.
期刊介绍:
Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.