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Microscopic observations of internal frost damage and salt scaling.

机译:内部霜冻损害和盐垢的微观观察。

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摘要

Recent advancements in microscopy have expanded opportunities for research on frost action of concrete. Few studies have examined the microstructure of entrained air voids and their effects on frost resistance. While the presence of air-entrained voids have been associated with decreased cracking observed during freeze-thaw cycling, the mechanisms underlying this phenomena are the object of much debate.;The present study explores this issue through examination of entrained air void surfaces with an Environmental Scanning Electron Microscope (ESEM). Observations of ice penetration into air-entrained voids were made using a directional cooling stage mounted onto an optical microscope.;Three different surfactants were used to produce air voids in cement paste samples: sodium oleate (SO), sodium dodecyl sulfate (SDS), and sodium dodecyl benzene sulfonate (SDBS). The fractured surfaces of the specimens were examined at 1 and 7 days using ESEM. Upon examination of hardened cement pastes using ESEM, it was evident that a distinct shell formed around most air voids, regardless of the surfactant type. Hydration products were observed, and needle-like crystals appeared inside the air voids.;The kinetics of ice formation was studied using a directional cooling stage for calcium hydroxide (CH) solution with and without SDBS, low-alkali pore cement solution (KOH and NaOH) with and without SDBS, various water/cement ratio cement pastes samples, and de-icing salt solutions. The directional cooling stage was mounted onto an optical microscope to view samples, and images were taken using a digital camera. Samples using the directional cooling stage revealed that ice penetrated air-entrained voids as the ice-solution interface passed the void. The shape of the air-solution interfaces was easily manipulated during freezing of calcium hydroxide solution; in contrast, the air-solution interfaces formed in the low-alkali cement solutions were significantly less malleable. As the ice-solution interface moved across the air-entrained void of a cement paste, observations indicated that pore solution entered into the void and then froze. De-icing salt solutions produced brine pockets in the ice phase. Migration of brine pockets and grain boundaries toward higher-temperature regions was observed. An analysis of the brine pocket migration was conducted using an imageJ software plugin.
机译:显微镜的最新进展为研究混凝土的抗霜作用扩展了机会。很少有研究检查夹带气孔的微观结构及其对抗冻性的影响。虽然夹带空气的空隙的存在与冻融循环过程中观察到的裂纹减少有关,但这种现象的潜在机制仍是许多争论的目的。本研究通过在环境中检查夹带空气的空隙表面来探索这一问题。扫描电子显微镜(ESEM)。使用安装在光学显微镜上的定向冷却台观察冰渗透到空气夹带的空隙中;使用三种不同的表面活性剂在水泥浆样品中产生空气空隙:油酸钠(SO),十二烷基硫酸钠(SDS),和十二烷基苯磺酸钠(SDBS)。使用ESEM在第1天和第7天检查样品的断裂表面。使用ESEM检查硬化的水泥浆后,很明显,无论表面活性剂类型如何,在大多数气孔周围都会形成一个明显的壳。观察到水合产物,并在气孔内出现针状晶体。;使用定向冷却阶段研究了有无SDBS的氢氧化钙(CH)溶液,低碱孔隙水泥溶液(KOH和NaOH)(含和不含SDBS),各种水灰比水泥浆样品和除冰盐溶液。将定向冷却台安装在光学显微镜上以查看样品,并使用数码相机拍摄图像。使用定向冷却台的样品显示,当冰-溶液界面通过空隙时,冰会穿透夹带空气的空隙。在冷冻氢氧化钙溶液期间,空气溶液界面的形状很容易控制;相反,在低碱性水泥溶液中形成的空气溶液界面的延展性就差得多。当冰-溶液界面在水泥浆的夹带空气的空隙中移动时,观察表明孔隙溶液进入空隙,然后冻结。盐溶液除冰会在冰相中产生盐水袋。观察到盐水袋和晶界向较高温度区域的迁移。使用imageJ软件插件对盐水袋迁移进行了分析。

著录项

  • 作者

    Carlos, Cruz, Jr.;

  • 作者单位

    University of California, Berkeley.;

  • 授予单位 University of California, Berkeley.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2008
  • 页码 194 p.
  • 总页数 194
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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