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  • 1
    In: Structural Concrete, Wiley, Vol. 22, No. S1 ( 2021-01)
    Abstract: Pretreatment processes on rice husk ash (RHA) influence its properties and in turn, the performance of concrete. However, most of the available literature captures only the influence of the RHA usage in concrete without focusing on the systematic pretreatment process and optimization of RHA dosage on physical and chemical perspective. Further, the replacements were done on weight basis, leading to higher binder volume and inaccuracies in the performance evaluation. The main objective of the present study is to adopt adequate pretreatment process and to systematically optimize the RHA dosage (vol. %) towards better strength and durability properties. Hence, the current study focuses on understanding the nature of RHA through characterization, followed by suitable pretreatment processes for enhancing the properties of RHA. The enhancement in the chemical activity of the treated RHA was assessed through pozzolanic activity tests (strength activity index, lime consumption test, and soluble silica). Based on the physical properties (particle size, surface area, and packing density), chemical characteristics (strength activity index) and the energy required, the grinding time (30 min) was optimized rationally. The optimized dosage of RHA (20% by vol.) was evaluated for its performance through fresh, mechanical, and durability properties. From the results, it is evident that adequate pretreatment, along with systematically optimized RHA dosage yields enhanced performance in concrete properties.
    Type of Medium: Online Resource
    ISSN: 1464-4177 , 1751-7648
    URL: Issue
    Language: English
    Publisher: Wiley
    Publication Date: 2021
    detail.hit.zdb_id: 2037313-2
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  • 2
    Online Resource
    Online Resource
    Thomas Telford Ltd. ; 2023
    In:  Proceedings of the Institution of Civil Engineers - Engineering Sustainability Vol. 176, No. 1 ( 2023-02-01), p. 17-27
    In: Proceedings of the Institution of Civil Engineers - Engineering Sustainability, Thomas Telford Ltd., Vol. 176, No. 1 ( 2023-02-01), p. 17-27
    Abstract: Alkali-activated binders are emerging sustainable binders in the construction sector due to their higher strength and superior resistance against aggressive environments than those of cement concrete. Steatite powder is obtained as a by-product of soapstone processing and disposed of as waste in large quantities. Studies on the reuse of steatite powder in alkali-activated concrete are few. Hence, the current research focuses on the influence of ultra-fine steatite powder on the mechanical as well as durability properties of slag- and fly-ash-based alkali-activated concrete. Six replacement levels (10, 20, 30, 40, 50 and 60%) of slag and fly ash with steatite powder were adopted and activated using a sodium-based activator. Heat curing and ambient curing were performed for fly ash–steatite concrete and slag–steatite concrete, respectively. From the test results, 30% steatite powder is the optimum for slag- and fly-ash-based alkali-activated concretes. Less water absorption and higher resistance against acid exposure are observed for steatite-based alkali-activated concrete specimens.
    Type of Medium: Online Resource
    ISSN: 1478-4629 , 1751-7680
    Language: English
    Publisher: Thomas Telford Ltd.
    Publication Date: 2023
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  • 3
    Online Resource
    Online Resource
    Wiley ; 2021
    In:  Structural Concrete Vol. 22, No. S1 ( 2021-01)
    In: Structural Concrete, Wiley, Vol. 22, No. S1 ( 2021-01)
    Abstract: Production of ordinary Portland cement is consuming enormous energy and releases high carbon dioxide. Additionally, the use of river sand as fine aggregate has a direct effect on the erosion of river banks due to excess sand mining and hence, the use of river sand in concrete is banned in many developing countries. Hence, the assessment of concrete with blended cement and locally available alternative fine aggregates is the need for current construction practices. India becomes the ‐largest sugar producing country, a massive volume of bagasse ash (44,200 t/day) is discarded as waste. Similarly, marble processing plants dispose of marble slurry dust. An exploration of the use of agricultural and mining wastes in crusher sand‐based concrete is not yet reported. The current investigation focuses on the potential use of bagasse ash and marble slurry dust as pozzolan and alternative to crusher sand respectively in concrete and interlocking paver blocks. Compressive strength and capability against abrasion were investigated for bagasse ash and marble slurry dust blended concrete and paver block. Besides, water‐based tests were adopted to examine durability performance. Results from the study indicate an enhancement in abrasion resistance and a substantial reduction in permeability for blended concrete than control concrete. Optimum replacement levels were found to be 20% for bagasse ash and 25% for marble mining powder.
    Type of Medium: Online Resource
    ISSN: 1464-4177 , 1751-7648
    URL: Issue
    Language: English
    Publisher: Wiley
    Publication Date: 2021
    detail.hit.zdb_id: 2037313-2
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  • 4
    Online Resource
    Online Resource
    SAGE Publications ; 2021
    In:  Waste Management & Research: The Journal for a Sustainable Circular Economy Vol. 39, No. 2 ( 2021-02), p. 279-290
    In: Waste Management & Research: The Journal for a Sustainable Circular Economy, SAGE Publications, Vol. 39, No. 2 ( 2021-02), p. 279-290
    Abstract: As stated in the European Commission’s waste framework directive, the geographic proximity of wastes to the potential recovery/disposal site is of paramount importance in attaining an effective resource recycling paradigm. The global interest in achieving an end-of-waste scenario encourages the recovery of useful products/secondary raw materials from locally available waste materials. Sugarcane bagasse ash is an abundantly available waste (44,200 tonnes day –1 ) from sugar plants in India which has the potential to be used as a partial replacement to cement in ready-mix concrete plants. Although pozzolanic performance of sugarcane bagasse ash and its ability in reducing the carbon emissions associated with concrete production have been reported in earlier research studies, its use in concrete is hindered due to the lack of availability and accessibility data. In this study, the geographical distribution of sugar plants and the available quantity of sugarcane bagasse ash in India have been determined. In addition, a detailed network analysis using a geographic information system was conducted to quantify the geographic proximity of bagasse ash, fly ash and slag sources to ready-mix concrete plants. The study results indicate that for most of the ready-mix concrete plants in India, the probability of having a bagasse ash source in proximity is higher than the probability of encountering slag/fly ash sources.
    Type of Medium: Online Resource
    ISSN: 0734-242X , 1096-3669
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2021
    detail.hit.zdb_id: 1480483-9
    detail.hit.zdb_id: 46937-3
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  • 5
    Online Resource
    Online Resource
    Elsevier BV ; 2023
    In:  Journal of Materials Research and Technology Vol. 24 ( 2023-05), p. 6264-6278
    In: Journal of Materials Research and Technology, Elsevier BV, Vol. 24 ( 2023-05), p. 6264-6278
    Type of Medium: Online Resource
    ISSN: 2238-7854
    Language: English
    Publisher: Elsevier BV
    Publication Date: 2023
    detail.hit.zdb_id: 2732709-7
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  • 6
    Online Resource
    Online Resource
    American Society of Civil Engineers (ASCE) ; 2021
    In:  Journal of Materials in Civil Engineering Vol. 33, No. 4 ( 2021-04)
    In: Journal of Materials in Civil Engineering, American Society of Civil Engineers (ASCE), Vol. 33, No. 4 ( 2021-04)
    Type of Medium: Online Resource
    ISSN: 0899-1561 , 1943-5533
    Language: English
    Publisher: American Society of Civil Engineers (ASCE)
    Publication Date: 2021
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  • 7
    Online Resource
    Online Resource
    Thomas Telford Ltd. ; 2022
    In:  Proceedings of the Institution of Civil Engineers - Engineering Sustainability Vol. 175, No. 1 ( 2022-02-01), p. 12-21
    In: Proceedings of the Institution of Civil Engineers - Engineering Sustainability, Thomas Telford Ltd., Vol. 175, No. 1 ( 2022-02-01), p. 12-21
    Abstract: The production of cement is a carbon dioxide-intensive process. Replacing ordinary Portland cement (OPC) with industrial by-products can bring down the carbon footprint associated with cement production. Various industrial residues are currently used as alternative cementitious materials in this regard. However, developing a low carbon dioxide composite cement with different pozzolans alters the packing density, which influences its properties. Although studies have been conducted on the use of fly ash and slag at lower cement replacement levels, studies on the packing density and strength of ternary and quaternary composite cements with higher replacement levels are limited. In this study, fly ash, blast-furnace slag, ultra-fine fly ash and ultra-fine slag are used as a partial replacement for cement in various proportions. Out of the 51 mixtures tested in the study, 11 combinations were selected, based on the maximum packing density, for further investigations on fresh and hardened properties to arrive at the best trade-off between cement reduction and desired properties. The early-age strength is influenced by the packing density of composite cements, whereas the later-age strength is found to be highly governed by the amount of OPC and the pozzolanic potential of the industrial by-products.
    Type of Medium: Online Resource
    ISSN: 1478-4629 , 1751-7680
    Language: English
    Publisher: Thomas Telford Ltd.
    Publication Date: 2022
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