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Multi-Scale Studies of Transport and Adsorption Phenomena of Cement-based Materials in Aqueous and Saline Environment.

机译:水泥基材料在水和盐环境中的迁移和吸附现象的多尺度研究。

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摘要

The transport and adsorption phenomena in cement-based materials are the most important processes in the durability of concrete structures or nuclear waste containers, as they are precursors to a number of deterioration processes such as chloride-induced corrosion, sulfate attack, carbonation, etc. Despite this importance, our understanding of these processes remains limited because the pore structure and composition of concrete are complex. In addition, the range of the pore sizes, from nanometers to millimeters, requires the multi-scale modeling of the transport and adsorption processes. Among the various environments that cement-based materials are exposed to, aqueous and saline environments represent the most common types. Therefore, this dissertation investigates the adsorption and transport phenomena of cement-based materials exposed to an aqueous and saline environment from atomic to macro-scales using different arrays of novel spectroscopic techniques and simulation methods, such as scanning transmission X-ray microscopy (STXM), X-ray absorption near edge structure (XANES), molecular dynamics (MD), and finite element method (FEM). The structure and transport of water molecules through interlayer spacing of tobermorite was investigated using MD simulations because the interlayer water of calcium silicate hydrate (C-S-H) gel influences various material properties of concrete. The adsorption processes of cementitious phases interacting with sodium and chloride ions at the nano-scale were identified using STXM and XANES measurements. A mathematical model and FEM procedure were developed to identify the effect of surface treatments at macro-scale on ionic transport phenomena of surface-treated concrete. Finally, this dissertation introduced a new material, calcined layered double hydroxide (CLDH), to prevent chloride-induced deterioration.
机译:水泥基材料中的运输和吸附现象是混凝土结构或核废料容器耐用性中最重要的过程,因为它们是许多变质过程(如氯化物引起的腐蚀,硫酸盐侵蚀,碳化等)的先兆。尽管具有这种重要性,但由于混凝土的孔结构和组成很复杂,因此我们对这些过程的理解仍然有限。另外,从纳米到毫米的孔径范围要求对传输和吸附过程进行多尺度建模。在水泥基材料所暴露的各种环境中,水性和盐水环境是最常见的类型。因此,本论文采用新颖的光谱技术和模拟方法,如扫描透射X射线显微镜(STXM),研究了暴露于水和盐环境下的水泥基材料从原子到宏观的吸附和迁移现象。 ,近边缘结构的X射线吸收(XANES),分子动力学(MD)和有限元方法(FEM)。由于硅酸钙水合物(C-S-H)凝胶的层间水会影响混凝土的各种材料性能,因此使用MD模拟研究了水分子通过钙铁矿层间间距的结构和传输。使用STXM和XANES测量确定了胶结相与钠和氯离子相互作用的吸附过程。建立了数学模型和有限元程序,以确定宏观表面处理对表面处理混凝土离子迁移现象的影响。最后,本文引入了一种新型材料,即煅烧的层状双氢氧化物(CLDH),以防止氯化物引起的劣化。

著录项

  • 作者

    Yoon, Se Yoon.;

  • 作者单位

    University of California, Berkeley.;

  • 授予单位 University of California, Berkeley.;
  • 学科 Engineering Civil.;Engineering Materials Science.;Engineering Environmental.
  • 学位 Ph.D.
  • 年度 2012
  • 页码 115 p.
  • 总页数 115
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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