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Microanalytical and microstructural studies on the mechanism of sulfate attack.

机译:硫酸盐侵蚀机理的微观分析和微观结构研究。

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摘要

The objective of this project was to develop a better understanding of the sulfate attack mechanism and to find effective ways to increase the resistance of portland cement concrete to sulfate attack. The scope of the investigation was: (1) Evaluation of the effects of gypsum formation to determine whether gypsum formation is a possible source of expansion. (2) Evaluation of the roles of cations during sulfate attack. (3) Evaluation of the influence of sulfate solution concentration on the alteration of sulfate attack mechanism. (4) Evaluation of the effects of pozzolans during sulfate attack and the relevant mechanisms.; Paste and mortar specimens made of portland cement, alite, and C 3S, with or without pozzolans, were exposed to different sulfate solutions. Their physical and chemical properties were tested periodically. Samples were collected and analyzed using XRD, DSC, EDXA, and SEM.; Gypsum was found to form as veins, layers, and rims around aggregate grains. The growth of gypsum crystals may apply strong tensile forces on the surrounding hydrated matrix and lead to expansion and crack propagation. Gypsum formation seems to be one of the factors causing expansion.; Mg2+ attack can significantly influence the physical and mechanical characteristics of the specimens by causing expansion, strength loss, dynamic modulus of elasticity loss, and decrease in specific gravity. On the contrary, Na+ ions do not appear to cause any damage during sulfate attack.; SO42- concentration in the exposure solution is a factor not only increasing sulfate attack intensity but also altering the mechanism of sulfate attack. With increase in SO42- concentration, sulfate attack mechanism is changed from being controlled by ettringite formation to being controlled by ettringite and gypsum formation.; The pozzolans meeting the following criteria can increase the resistance to Na2SO4 attack: high SiO2 content, low CaO and Al2O3 content, high pozzolanic activity, and suitable fineness. Pozzolans may not increase the performance of concrete under MgSO4 attack. Instead, they may reduce the resistance to Mg2+ attack.
机译:该项目的目的是加深对硫酸盐侵蚀机理的了解,并找到有效的方法来提高硅酸盐水泥混凝土对硫酸盐侵蚀的抵抗力。研究范围为:(1)评估石膏形成的影响,以确定石膏形成是否可能是膨胀的来源。 (2)评估阳离子在硫酸盐侵蚀中的作用。 (3)评估硫酸盐溶液浓度对硫酸盐侵蚀机制改变的影响。 (4)评价火山灰在硫酸盐侵蚀过程中的作用及其机制。将由波特兰水泥,硅藻土和C 3S制成的糊状和灰浆标本(有或没有火山灰)暴露于不同的硫酸盐溶液中。定期测试它们的物理和化学性质。收集样品并使用XRD,DSC,EDXA和SEM分析。石膏被发现形成聚集颗粒周围的脉,层和边缘。石膏晶体的生长可能会在周围的水合基质上施加强大的拉力,并导致膨胀和裂纹扩展。石膏的形成似乎是引起膨胀的因素之一。 Mg2 +侵蚀会引起膨胀,强度损失,动态弹性模量损失和比重降低,从而极大地影响样品的物理和机械特性。相反,Na +离子在硫酸盐侵蚀期间似乎不会引起任何损害。暴露溶液中SO42-的浓度不仅是增加硫酸盐侵蚀强度的因素,而且是改变硫酸盐侵蚀机理的因素。随着SO42-浓度的增加,硫酸盐侵蚀机理从由钙矾石形成控制变为由钙矾石和石膏形成控制。满足以下标准的火山灰可以提高对Na2SO4侵蚀的抵抗力:高SiO2含量,低CaO和Al2O3含量,高火山灰活性和合适的细度。火山灰可能不会增加受MgSO4侵蚀的混凝土的性能。相反,它们可能会降低对Mg2 +攻击的抵抗力。

著录项

  • 作者

    Tian, Bing.;

  • 作者单位

    Purdue University.;

  • 授予单位 Purdue University.;
  • 学科 Engineering Civil.; Engineering Materials Science.
  • 学位 Ph.D.
  • 年度 1998
  • 页码 263 p.
  • 总页数 263
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;工程材料学;
  • 关键词

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