G类水泥浆体的孔隙力学行为建模:从早期到硬化状态的多物理场方法

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Maxime Pierre, Marcos Samudio, Siavash Ghabezloo, Patrick Dangla
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引用次数: 0

摘要

在许多应用中,从早期到硬化状态对水泥基材料进行建模至关重要,例如深井固井或3D打印,这些应用需要对多物理场耦合进行全面建模。为了回答这些要求,在部分饱和材料的热孔力学框架下,建立了基于水化程度的热力学一致的时间相关本构模型。通过最小拟合,对水化水泥浆体进行复杂的不排水排水试验,结合水化过程、孔隙压力演变、弹性、粘性和塑性变形的影响,可以很好地在数值上再现。特别是,早期载荷对后续龄期行为的影响,在油井应用中对于理解当水泥环部分水化时对套管加压的后果至关重要,并进行了解释和定量再现。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Modelling the poromechanical behaviour of class G cement paste: A multiphysics approach from early age to hardened state
Modelling cement-based materials from the early-age to the hardened state is crucial in numerous applications such as deep well cementing or 3D printing, which require comprehensive modelling of multiphysics couplings. To answer these requirements, a thermodynamically consistent time-dependent constitutive model based on the extent of hydration is developed in the framework of thermoporomechanics of partially saturated materials. Using minimal fitting, complex undrained oedometric tests on hydrating cement paste, combining effects of hydration progress, pore pressure evolution, elastic, viscous, and plastic deformations, are well reproduced numerically. In particular, the impact of early-age loading on the behaviour at a subsequent age, paramount in oil-well applications to understanding the consequences of pressurising the casing when the cement sheath is partially hydrated, is explained and quantitatively reproduced.
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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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