Limestone calcined clay cement (LC3): A sustainable solution for mitigating environmental impact in the construction sector

IF 5.4 Q1 ENVIRONMENTAL SCIENCES Resources, conservation & recycling advances Pub Date : 2023-12-05 DOI:10.1016/j.rcradv.2023.200197
Balamurali Kanagaraj , N Anand , U Johnson Alengaram , R Samuvel Raj , S Karthick
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Abstract

The impact of global warming on the construction sector is a serious issue in today's world; this might be attributed to the emission of greenhouse gas (GHG) during the production process of Portland cement. Due to its advantages, cement plays a major role in the construction of civil infrastructures. Cement production is not only responsible for global warming and also creates a risk of raw material deficiency. To reduce the over exploitation of virgin materials, Limestone Calcined Clay Cement (LC3), with a proportion of Clinker 50 %, Limestone 30 %, Calcined Clay 15 % and gypsum 5 %, is found to be a suitable and sustainable alternative to preserve the ecosystem. As a result, attempts were undertaken in this work to create a mixture design approach for LC3 with the primary objective of developing higher compressive strength (CS) in a cost-effective manner. The relationship between the water to binder ratios and 28-d CS has been examined to suggest a conceptual mixture design strategy for LC3 rationally. The 28-day CS of 46.2 MPa has been observed. The suggested design technique has been presented step by step and validated using an example based on the guidelines illustrated by IS 10,262. The design technique aims to produce a concrete mix that meets specific strength, workability, and durability requirements while considering the environmental conditions and properties of materials available. The study emphasizes a systematic approach to concrete mix design, considering various factors like water-cement ratio, aggregate proportions, and workability requirements to ensure the resulting concrete meets the desired performance standards. Compliance with IS 10,262:2019 ensures that concrete used in construction is designed systematically and according to established guidelines, leading to higher quality and more predictable performance in structural applications. Further, to access the sustainability of the developed LC3 mix Life-Cycle Assessment (LCA) of LC3 was reported starting from raw material procurement to the production of concrete as the final product. In this LCA analysis, the monetary cost involved in the production of concrete, energy demand and GHG emission of the LC3 was compared with the conventional concrete. The result from the analysis revealed that LC3 possess superior performance in terms of energy requirement and GHG emission than the OPC concrete.

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石灰石煅烧粘土水泥(LC3):减轻建筑行业环境影响的可持续解决方案
全球变暖对建筑行业的影响是当今世界的一个严重问题;这可能归因于硅酸盐水泥生产过程中温室气体(GHG)的排放。由于水泥的优点,它在民用基础设施建设中发挥着重要作用。水泥生产不仅会导致全球变暖,还会造成原材料短缺的风险。为了减少对原始材料的过度开采,石灰石煅烧粘土水泥(LC3)(熟料占 50%,石灰石占 30%,煅烧粘土占 15%,石膏占 5%)被认为是保护生态系统的合适且可持续的替代品。因此,本研究尝试为 LC3 创造一种混合物设计方法,主要目的是以经济有效的方式开发出更高的抗压强度(CS)。研究了水与粘合剂比率和 28 天 CS 之间的关系,为 LC3 提出了合理的概念混合物设计策略。28 天 CS 值为 46.2 兆帕。根据 IS 10,262 中的指导原则,逐步介绍了建议的设计技术,并通过实例进行了验证。该设计技术旨在生产出符合特定强度、工作性和耐久性要求的混凝土混合物,同时考虑到环境条件和可用材料的特性。该研究强调混凝土混合料设计的系统性,考虑了水灰比、骨料比例和工作性要求等各种因素,以确保生产出的混凝土达到预期的性能标准。遵守 IS 10,262:2019 可确保建筑中使用的混凝土按照既定准则进行系统设计,从而提高结构应用的质量和可预测性能。此外,为了了解所开发的 LC3 混合料的可持续性,我们对 LC3 进行了生命周期评估(LCA),从原材料采购到最终产品混凝土的生产。在这项生命周期评估分析中,对 LC3 与传统混凝土在生产过程中涉及的货币成本、能源需求和温室气体排放进行了比较。分析结果表明,LC3 在能源需求和温室气体排放方面的性能优于 OPC 混凝土。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Resources, conservation & recycling advances
Resources, conservation & recycling advances Environmental Science (General)
CiteScore
11.70
自引率
0.00%
发文量
0
审稿时长
76 days
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