Dhanalakshmi Padmaraj , Chinchu Cherian , Dali Naidu Arnepalli
{"title":"石灰处理粘土质土工材料的加速碳化:可持续土方工程和碳捕获应用的协同战略","authors":"Dhanalakshmi Padmaraj , Chinchu Cherian , Dali Naidu Arnepalli","doi":"10.1016/j.conbuildmat.2024.139078","DOIUrl":null,"url":null,"abstract":"<div><div>Lime is a popularly adopted binder for improving the mechanical properties and controlling the volume change behavior of problematic clayey soils. However, lime treatment offers certain limitations due to the durability issues arising from varying physico-chemical conditions exacerbated by climatic stresses or clay mineralogy. Lime-treated soils rich in mineral montmorillonite have experienced severe durability issues, with considerable strength decline, eventually falling below the minimum standards required for its application as a construction material. In this study, the innovative approach of “carbon mineralization” is adopted to augment the inadequate mechanical strength in the treated soil rich in mineral montmorillonite through carbonate cementation. Extensive mechanical and microstructure characterization techniques comprising unconfined compressive strength tests, scanning and transmission electron microscopy (SEM and TEM), thermogravimetric analysis (TGA), and mercury intrusion porosimetry (MIP) techniques were performed to identify the mechanism behind strength deterioration in lime-clay composites cured for 24 months in ambient conditions (99 % relative humidity and temperatures of 25 ℃ and 40 ℃). The results show that the unconfined compressive strength of treated soils reduced drastically beyond 9 months of curing. The newly derived parameter, effective precipitation factor from cementation levels, and macroporosity measurements at varying curing periods helped reveal the deterioration mechanism in the lime-clay composites. Accelerated carbonation of these composites resulted in a maximum of 74 % strength increment with a corresponding 15 % decrease in macroporosity. Carbonation enabled the nucleation of voluminous carbonates that fill and bridge the inter-aggregate pores of these composites via contact cementation, as evidenced by the micro-level images. In addition to rehabilitating deteriorated earthwork due to aging, the technique mitigates carbon emissions by capturing 37 % of CO<sub>2</sub> released during lime production into stable carbonate minerals, promoting environmental sustainability.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"455 ","pages":"Article 139078"},"PeriodicalIF":7.4000,"publicationDate":"2024-11-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Accelerated carbonation of lime-treated clayey geomaterials: A synergistic strategy for sustainable earthworks and carbon capture applications\",\"authors\":\"Dhanalakshmi Padmaraj , Chinchu Cherian , Dali Naidu Arnepalli\",\"doi\":\"10.1016/j.conbuildmat.2024.139078\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Lime is a popularly adopted binder for improving the mechanical properties and controlling the volume change behavior of problematic clayey soils. However, lime treatment offers certain limitations due to the durability issues arising from varying physico-chemical conditions exacerbated by climatic stresses or clay mineralogy. Lime-treated soils rich in mineral montmorillonite have experienced severe durability issues, with considerable strength decline, eventually falling below the minimum standards required for its application as a construction material. In this study, the innovative approach of “carbon mineralization” is adopted to augment the inadequate mechanical strength in the treated soil rich in mineral montmorillonite through carbonate cementation. Extensive mechanical and microstructure characterization techniques comprising unconfined compressive strength tests, scanning and transmission electron microscopy (SEM and TEM), thermogravimetric analysis (TGA), and mercury intrusion porosimetry (MIP) techniques were performed to identify the mechanism behind strength deterioration in lime-clay composites cured for 24 months in ambient conditions (99 % relative humidity and temperatures of 25 ℃ and 40 ℃). The results show that the unconfined compressive strength of treated soils reduced drastically beyond 9 months of curing. The newly derived parameter, effective precipitation factor from cementation levels, and macroporosity measurements at varying curing periods helped reveal the deterioration mechanism in the lime-clay composites. Accelerated carbonation of these composites resulted in a maximum of 74 % strength increment with a corresponding 15 % decrease in macroporosity. Carbonation enabled the nucleation of voluminous carbonates that fill and bridge the inter-aggregate pores of these composites via contact cementation, as evidenced by the micro-level images. In addition to rehabilitating deteriorated earthwork due to aging, the technique mitigates carbon emissions by capturing 37 % of CO<sub>2</sub> released during lime production into stable carbonate minerals, promoting environmental sustainability.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"455 \",\"pages\":\"Article 139078\"},\"PeriodicalIF\":7.4000,\"publicationDate\":\"2024-11-14\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Construction and Building Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S095006182404220X\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S095006182404220X","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Accelerated carbonation of lime-treated clayey geomaterials: A synergistic strategy for sustainable earthworks and carbon capture applications
Lime is a popularly adopted binder for improving the mechanical properties and controlling the volume change behavior of problematic clayey soils. However, lime treatment offers certain limitations due to the durability issues arising from varying physico-chemical conditions exacerbated by climatic stresses or clay mineralogy. Lime-treated soils rich in mineral montmorillonite have experienced severe durability issues, with considerable strength decline, eventually falling below the minimum standards required for its application as a construction material. In this study, the innovative approach of “carbon mineralization” is adopted to augment the inadequate mechanical strength in the treated soil rich in mineral montmorillonite through carbonate cementation. Extensive mechanical and microstructure characterization techniques comprising unconfined compressive strength tests, scanning and transmission electron microscopy (SEM and TEM), thermogravimetric analysis (TGA), and mercury intrusion porosimetry (MIP) techniques were performed to identify the mechanism behind strength deterioration in lime-clay composites cured for 24 months in ambient conditions (99 % relative humidity and temperatures of 25 ℃ and 40 ℃). The results show that the unconfined compressive strength of treated soils reduced drastically beyond 9 months of curing. The newly derived parameter, effective precipitation factor from cementation levels, and macroporosity measurements at varying curing periods helped reveal the deterioration mechanism in the lime-clay composites. Accelerated carbonation of these composites resulted in a maximum of 74 % strength increment with a corresponding 15 % decrease in macroporosity. Carbonation enabled the nucleation of voluminous carbonates that fill and bridge the inter-aggregate pores of these composites via contact cementation, as evidenced by the micro-level images. In addition to rehabilitating deteriorated earthwork due to aging, the technique mitigates carbon emissions by capturing 37 % of CO2 released during lime production into stable carbonate minerals, promoting environmental sustainability.
期刊介绍:
Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged.
Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.