Optimizing reactive maintenance intervals for the sustainable rehabilitation of chloride-exposed coastal buildings with MMC-based concrete structure

IF 11.2 1区 社会学 Q1 ENVIRONMENTAL STUDIES
Antonio J. Sánchez-Garrido , Ignacio J. Navarro , Víctor Yepes
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引用次数: 0

Abstract

Coastal cities face significant challenges in maintaining their infrastructure due to harsh environmental conditions, such as high humidity and airborne chlorides, which accelerate material degradation. This issue is particularly critical for reinforced concrete structures in beachfront buildings, such as hotels, where corrosion is a common and progressive problem. Timely maintenance and repair are essential to prevent structural failures caused by accidental loads, such as wind or earthquakes, which can compromise safety. Historically, the focus in construction has been on reducing environmental impact, often overlooking the importance of maintenance and end-of-life stages. This paper presents a novel, integrated methodology combining preventive design assessment with reactive maintenance optimization to study the sustainability of repair strategies for maintenance in coastal cities of buildings with reinforced concrete exposed to chloride-induced corrosion. The study focuses on structures based on Modern Methods of Construction (MMC) to minimize life cycle impact by optimizing material consumption compared to traditional construction. Twelve preventive design alternatives are evaluated, each subjected to four maintenance strategies addressing different damage levels caused by deterioration throughout the structure's service life. A FUCOM-TOPSIS model aggregates eight sustainability criteria—economic costs, life-cycle environmental burdens, and social performance indicators—to identify optimal year-by-year maintenance intervals and rank alternatives. Results reveal that the most sustainable designs involve multiresistant cement, hydrophobic anti-corrosion impregnation, and silica fume additive, achieving sustainability ratings up to 86 % higher than the baseline. This approach enhances the resilience and sustainability of coastal infrastructure, effectively addressing challenges posed by harsh environmental conditions and supporting long-term, sustainable urban development.

Abstract Image

基于mmc混凝土结构的氯化物暴露海岸建筑可持续修复优化反应性维护间隔
由于恶劣的环境条件,例如高湿度和空气中的氯化物,沿海城市在维护基础设施方面面临着重大挑战,这些环境条件会加速材料的降解。这个问题对于海滨建筑的钢筋混凝土结构尤其重要,比如酒店,腐蚀是一个普遍和渐进的问题。及时的维护和维修对于防止意外载荷(如风或地震)引起的结构故障至关重要,这可能会危及安全。从历史上看,建筑的重点一直是减少对环境的影响,往往忽视了维护和寿命终止阶段的重要性。本文提出了一种新的综合方法,将预防性设计评估与反应性维修优化相结合,研究沿海城市钢筋混凝土暴露于氯化物腐蚀的建筑物维修策略的可持续性。本研究的重点是基于现代建筑方法(MMC)的结构,与传统建筑相比,通过优化材料消耗来最大限度地减少生命周期影响。对12种预防性设计方案进行了评估,每种方案都采用了四种维护策略,以解决结构在整个使用寿命期间因恶化而造成的不同损害程度。FUCOM-TOPSIS模型汇总了8个可持续性标准-经济成本,生命周期环境负担和社会绩效指标-以确定最佳的年维护间隔并对替代方案进行排名。结果显示,最具可持续性的设计包括多重耐药水泥、疏水防腐浸渍和硅灰添加剂,可持续性评级比基线高出86%。这种方法增强了沿海基础设施的复原力和可持续性,有效应对恶劣环境条件带来的挑战,支持城市的长期可持续发展。
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来源期刊
CiteScore
12.60
自引率
10.10%
发文量
200
审稿时长
33 days
期刊介绍: Environmental Impact Assessment Review is an interdisciplinary journal that serves a global audience of practitioners, policymakers, and academics involved in assessing the environmental impact of policies, projects, processes, and products. The journal focuses on innovative theory and practice in environmental impact assessment (EIA). Papers are expected to present innovative ideas, be topical, and coherent. The journal emphasizes concepts, methods, techniques, approaches, and systems related to EIA theory and practice.
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