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Sustainable Construction: Enhancing Strength with High-Performance Concrete, Alccofine 1203, Coconut Fiber and Debris Utilization
This research investigates the optimization of high-strength concrete (HSC) by incorporating innovative additives, specifically Alccofine 1203, debris, marble powder and coconut fiber, to enhance its mechanical properties. This experimental investigation aims to determine the mechanical attributes of Alccofine 1203, debris, and coconut fiber substituted for high-strength concrete. Findings from tests conducted on compressive strength, split tensile strength, and flexural strength demonstrate that when the requirement for maximum cement must be satisfied, marble powder might be used as a substitute substance. Experimental findings suggest that Alccofine 1203 effectively enhances paste packing density, reduces water requirement, and accelerates internal hydration, leading to increased concrete strength and longevity. Additionally, coconut fiber, known for its natural strength properties, is explored for its potential to reinforce HSC. Through systematic replacement of cement with Alccofine, compressive strengths ranging from 87.90 to 90.58 N/mm2 were attained, with 10% Alccofine replacement showing the highest strength. Subsequent replacement of sand and aggregates with debris further enhanced compressive strengths, reaching levels from 90.58 to 91.53 N/mm2, underscoring the environmental advantages of waste material recycling. Additionally, the incorporation of coconut fiber improved flexural strength and crack resistance, with compressive strengths ranging from 83 to 91.53 N/mm2, promoting sustainability and eco-conscious construction practices. The research sheds light on the optimal dosage and effectiveness of these additives in HSC, contributing valuable insights for sustainable and resilient construction practices.
Sustainable Construction: Enhancing Strength with High-Performance Concrete, Alccofine 1203, Coconut Fiber and Debris Utilization
This research investigates the optimization of high-strength concrete (HSC) by incorporating innovative additives, specifically Alccofine 1203, debris, marble powder and coconut fiber, to enhance its mechanical properties. This experimental investigation aims to determine the mechanical attributes of Alccofine 1203, debris, and coconut fiber substituted for high-strength concrete. Findings from tests conducted on compressive strength, split tensile strength, and flexural strength demonstrate that when the requirement for maximum cement must be satisfied, marble powder might be used as a substitute substance. Experimental findings suggest that Alccofine 1203 effectively enhances paste packing density, reduces water requirement, and accelerates internal hydration, leading to increased concrete strength and longevity. Additionally, coconut fiber, known for its natural strength properties, is explored for its potential to reinforce HSC. Through systematic replacement of cement with Alccofine, compressive strengths ranging from 87.90 to 90.58 N/mm2 were attained, with 10% Alccofine replacement showing the highest strength. Subsequent replacement of sand and aggregates with debris further enhanced compressive strengths, reaching levels from 90.58 to 91.53 N/mm2, underscoring the environmental advantages of waste material recycling. Additionally, the incorporation of coconut fiber improved flexural strength and crack resistance, with compressive strengths ranging from 83 to 91.53 N/mm2, promoting sustainability and eco-conscious construction practices. The research sheds light on the optimal dosage and effectiveness of these additives in HSC, contributing valuable insights for sustainable and resilient construction practices.
Sustainable Construction: Enhancing Strength with High-Performance Concrete, Alccofine 1203, Coconut Fiber and Debris Utilization
Lecture Notes in Civil Engineering
Varma, Anurag (Herausgeber:in) / Chand Sharma, Vikas (Herausgeber:in) / Tarsi, Elena (Herausgeber:in) / Keshav (Autor:in) / Singh, Gagandeep (Autor:in)
International Conference on Trends in Architecture and Construction ; 2024 ; Chandigarh, India
Proceedings of the 2nd International Conference on Trends in Architecture and Construction ; Kapitel: 69 ; 1225-1248
18.10.2024
24 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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