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Effect of Curing Age on the Microstructure and Hydration Behavior of Oil Well Cement Paste Cured at High Temperature

机译:固化年龄对高温固化油井水泥浆体微观结构和水化行为的影响

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摘要

With the extensive increase in exploitation of shale gas/oil, the mechanical/physical properties of oil well cement paste (OWCP) are paid special attention to. The mechanical and physical properties of OWCP is believed to be closely related to its microstructure and hydration behaviors. Both microstructure and hydration behaviors of OWCP cured at high temperature evolve with curing age. Taking advantage of multiple techniques, this study devotes itself to investigating the impact of curing age on the evolution of microstructure and hydration behaviors of OWCP cured at 80°C. The results show that both the capillary pore space and porosity decreased with curing age, while the gel porosity and specific surface area increased with curing age; Ca/Si ratio of calcium silicate hydrate (C-S-H) decreased fast during the first 3-day curing age, and then it is maintained around 1.82 in the following curing age; both evolutions of degree of hydration and chemical shrinkage with curing age obey the Avrami-type exponential equation; and the porosity of OWCP measured through mercury intrusion porosimetry correlates linearly with gel/space ratio as does the relationship between the degree of hydration and total amount of portlaindite determined by thermogravimetry-differential thermal analysis (TG-DTA), and both linear relationships are independent of curing temperature.
机译:随着石材气/油开采的广泛增加,油井水泥浆料(OWCP)的机械/物理性质特别注意。 OWCP的机械和物理性质被认为与其微观结构和水合行为密切相关。 Heverce of Healce En演变的OWCP微观结构和水化行为。利用多种技术,本研究致力于研究治疗时期对80℃的OWCP微观结构和水化行为的展现的影响。结果表明,毛细血管孔隙空间和孔隙率随固化年龄而降低,而凝胶孔隙率和特定表面积随固化年龄而增加;硅酸钙水合物(C-S-H)的Ca / Si比率在前3天固化时期的速度快速降低,然后在以下固化时期保持约为1.82;两者的水化程度和化学收缩的均匀遵守禽类型指数等式;通过汞侵入孔隙测量的OWCP的孔隙率随凝胶/空间比线性地关联,并且通过热重差分热分析(TG-DTA)确定的水合程度与Portlaindite的总量之间的关系,并且两个线性关系都是独立的固化温度。

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  • 来源
    《Journal of materials in civil engineering》 |2021年第3期|04021006.1-04021006.12|共12页
  • 作者单位

    School of Civil Engineering Key Laboratory of Coast Civil Structure Safety of Ministry of Education Tianjin Univ. Tianjin 300072 PR China;

    China National Petroleum Corporation Engineering Technology R&D Company Limited 1 Huanghe St. Changping District Beijing 102206 PR China;

    School of Civil Engineering Key Laboratory of Coast Civil Structure Safety of Ministry of Education Tianjin Univ. Tianjin 300072 PR China;

    China National Petroleum Corporation Engineering Technology R&D Company Limited 1 Huanghe St. Changping District Beijing 102206 PR China;

    College of Safety and Ocean Engineering China Univ.of Petroleum Beijing Beijing 102200 PR China;

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