Analysis of thixotropy of cement grout based on a virtual bond model

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Haizhi Zang, Shanyong Wang, John P. Carter
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Abstract

Thixotropy of cementitious materials is a crucial intrinsic property that determines the flowability and workability of cement-based grout. A novel virtual bond model of cement particles is developed in this paper to depict the thixotropy of cement grout. A particulate description of the reversible and erasable interparticle bonds is established based on experimental observations with a focus on the non-contact interactions mainly contributed in practice by calcium silicate hydrates (C–S–H). The structural breakdown of the cement network is realized through bonds breakage under applied motion, and the bonding network recovers with regeneration of interparticle connections that involve reversible hydrate reactions in the mixture. The balance between bond rupture and rebuilding can be tuned by assigning different strength limits for bond breakage. We have implemented this model in the open-source code Yade to carry out 3D discrete element method simulations of a rotational vane system filled with spherical particles, and the results show good agreement with experimental data. The modelling results reveal the transition from a solid-like structure to a fluid-like medium within cement suspensions caused by the evolution of broken interparticle bonds. The results also provide a distinct view of thixotropic variation upon disturbance. This model is extendable to other cohesive materials providing an explicit physical definition of the interparticle interactions. It also provides a theoretical explanation for the empirical estimations of thixotropy common in engineering industries and a potential means of measuring cementitious granular flow that may be useful in future studies.

基于虚拟粘结模型的水泥灌浆料触变性分析
胶凝材料的触变性是决定水泥基灌浆料流动性和工作性的重要内在特性。本文开发了一种新的水泥颗粒虚拟粘结模型来描述水泥灌浆料的触变性。在实验观察的基础上,建立了颗粒间可逆和可擦除键的颗粒描述,重点关注在实践中主要由硅酸钙水合物(C-S-H)产生的非接触式相互作用。水泥网络结构的破坏是通过外加运动下的键断裂实现的,而键网络的恢复则是通过混合料中可逆水合物反应引起的颗粒间连接的再生实现的。通过为粘结断裂设定不同的强度极限,可以调整粘结断裂与重建之间的平衡。我们在开源代码 Yade 中实施了这一模型,对充满球形颗粒的旋转叶片系统进行了三维离散元法模拟,结果显示与实验数据非常吻合。建模结果表明,水泥悬浮液中的类固体结构向类流体介质的过渡是由颗粒间断裂键的演变引起的。结果还提供了扰动时触变性变化的独特视角。该模型可扩展到其他内聚材料,为颗粒间的相互作用提供了明确的物理定义。它还为工程行业中常见的触变性经验估算提供了理论解释,并提供了一种测量胶凝颗粒流动的潜在方法,可能对未来研究有用。
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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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