Pore structure reconstruction in waste ceramic powder pervious concrete: Rheological and pozzolanic mechanisms

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Hui Song , Kaixin Wan , Rongxiang Nie , Huaxin Zhan , Jinwei Yao , Yonggang Lee
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Abstract

Simultaneously optimizing mechanical performance and carbon footprint remains a central challenge in the design of pervious concrete (PC). Waste Ceramic Powder (WCP) provides a promising low-carbon supplementary cementitious material (SCM); however, the micro-mechanisms governing its non-linear strength evolution—characterized by early-age loss and late-age recovery—remain insufficiently understood due to a lack of dynamic, multi-scale evidence. This study elucidates a dual-stage pore structure reconstruction mechanism in WCP-modified PC using rheological testing, non-destructive Low-Field Nuclear Magnetic Resonance (LF NMR), and micro-morphological characterization (SEM, XRD, TGA). Results reveal a counter-intuitive "low porosity–low strength" anomaly at early ages (28 d). This is mechanistically governed by rheology-mediated paste redistribution, where increased yield stress creates "thick coatings but starved bonding bridges," compromising effective load-bearing areas despite reduced porosity. At later ages (56–90 d), active pozzolanic reactions between WCP and portlandite (CH) generate secondary C–S–H gels and drive a distinct “one-increase, three-decrease” transformation (i.e., increasing harmless gel pores while simultaneously reducing all harmful pore categories), markedly densifying the matrix. An optimal WCP replacement level of 20% achieves a 90-day compressive strength 15.34% higher than the control while maintaining excellent permeability (>8 mm/s). This work bridges paste rheology, nanoscale pore evolution, and macroscopic structural response, providing a robust scientific paradigm for the design of high-performance, low-carbon PC.
废陶瓷粉透水混凝土的孔隙结构重建:流变学和火山灰机制
同时优化机械性能和碳足迹仍然是透水混凝土(PC)设计的核心挑战。废陶瓷粉是一种很有前途的低碳补充胶凝材料;然而,由于缺乏动态的、多尺度的证据,控制其非线性强度进化的微观机制——以早期损失和晚期恢复为特征——仍然没有得到充分的理解。本研究通过流变学测试、非破坏性低场核磁共振(LF NMR)和微观形态表征(SEM, XRD, TGA)阐明了wcp改性PC的双阶段孔隙结构重建机制。结果显示在早期(28 d)出现了反直觉的“低孔隙度-低强度”异常。这在机械上是由流变介质介导的膏体再分配控制的,其中屈服应力的增加会产生“厚涂层但缺乏粘合桥”,尽管孔隙率降低,但有效承载面积却受到影响。在后期(56 ~ 90 d), WCP与波特兰岩(CH)之间的活跃火山灰反应生成次生C-S-H凝胶,并驱动明显的“一增三减”转变(即无害凝胶孔隙增加,同时减少所有有害孔隙类别),显著致密化基质。当WCP替换率为20%时,90天的抗压强度比对照组高15.34%,同时保持良好的渗透性(>8 mm/s)。这项工作将浆料流变学、纳米级孔隙演化和宏观结构响应联系起来,为高性能、低碳PC的设计提供了强有力的科学范式。
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
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.
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