The deformation of CSH gels and its link with dynamic length change of cement pastes upon drying and resaturation

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Chunsheng Zhou , Xiaoyu Zhang , Jing Qiao , Jingjing Feng , Qiang Zeng
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引用次数: 0

Abstract

Drying shrinkage of cement pastes (CPs) facilitating superficial cracking deserves primary concern when evaluating durability performance. To clarify shrinkage mechanism, the changes of mass, length and pore-scale water allocation of two mature CPs were monitored non-destructively through low-field NMR relaxometry. Experimental results indicated that, heat treatment under hot water slightly coarsens the pore structure of CPs through modifying
packing, and reduces shrinkage remarkably through stiffening
clusters. Upon drying at 43% RH, the interlayer pores are still saturated and compacted with reduced volume. At 80% RH, although the interlayer and gel pores are both saturated, they lose water gradually at reducing rates. Drying shrinkages of CPs are caused by compaction of interlayer and gel pores, whose contributions to shrinkage are at the ratio of 1:3 roughly. Most of
compaction is compensated by the coarsening of pore structure, and only 2–6 percent shows up as observable shrinkage.
CSH 凝胶的变形及其与水泥浆干燥和再饱和时动态长度变化的联系
在评估耐久性能时,水泥浆(CP)的干燥收缩会导致表面开裂,这一点值得重点关注。为了弄清收缩机理,我们通过低场核磁共振弛豫仪非破坏性地监测了两种成熟水泥浆的质量、长度和孔隙水分配的变化。实验结果表明,在热水中进行热处理可通过改变填料使氯化石蜡的孔隙结构略微粗化,并通过硬化簇显著降低收缩率。在 43% 相对湿度下干燥时,层间孔隙仍处于饱和和压实状态,体积缩小。在 80% 相对湿度下,虽然层间孔隙和凝胶孔隙都处于饱和状态,但它们的失水率逐渐降低。氯化石蜡的干燥收缩是由层间孔隙和凝胶孔隙的压实引起的,它们对收缩的贡献比例大致为 1:3。压实的大部分由孔隙结构的粗化补偿,只有 2-6%显示为可观察到的收缩。
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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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