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An integrated approach to predict ettringite formation in sulfate soils and identifying sulfate damage along SH 130

机译:预测硫酸盐土壤中钙矾石形成并确定沿SH 130的硫酸​​盐损害的综合方法

摘要

Expansive soils are treated with anhydrous or hydrated lime. The use of calcium-based stabilizers such as calcium oxide (lime) in sulfate-bearing clay soils has historically led to distress due to the formation of an expansive mineral called ettringite and possibly another such mineral, thaumasite. Predicting the precipitation of these minerals is a complex problem related not only to soil composition but also construction methods, availability of water, ion migration, and whether the expansive mineral growth can be accommodated by the void structure in the surrounding soil. In trying to control the damage associated with such occurrences, engineers have attempted to determine a threshold value of soluble sulfates, a quantity that is relatively easy and quick to measure, at which significant ettringite growth and, therefore, structural distress occurs. Unfortunately, experience alone and ?rules-of-thumb? based on experience are not sufficient to deal with this complex issue. This thesis describes how thermodynamic geochemical models of lime-treated soil can be used as a first step toward establishing problematic threshold levels of soluble sulfates for a specific soil. A foundation for the model development is presented, and two different soils are compared to illustrate their very different sensitivities to ettringite growth upon the addition of hydrated lime. Various soil series along the route of SH 130 between Austin and San Antonio have been identified to contain soluble sulfate that may pose a problem for soil stabilization using lime and cement. Since the model predicts ettringite growth based upon site-specific properties, this thesis also shows how the model can be used to assess the potential amelioration effects of soluble silica. Research was conducted at the Texas Transportation Institute to develop a methodology for identifying areas which are susceptible for ettringite formation. The proposed methodology uses a magnetometer to quickly screen large areas for high sulfate. Application of GIS to identify ettringite formation using soils, topographical, and geological maps is also illustrated in this thesis.
机译:用无水或熟石灰处理膨胀土壤。历史上,在含硫酸盐的粘土土壤中使用钙基稳定剂,例如氧化钙(石灰),由于形成了称为钙矾石的膨胀矿物以及可能的另一种矿物,高岭石,而导致了困扰。预测这些矿物的沉淀是一个复杂的问题,不仅与土壤组成有关,而且与构造方法,水的可用性,离子迁移以及周围土壤中的空隙结构是否可以容纳膨胀的矿物生长有关。在试图控制与此类事件相关的损害时,工程师试图确定可溶性硫酸盐的阈值,该阈值相对容易且快速地测量,在该值处显着的钙矾石生长并因此发生结构困扰。不幸的是,独自经历和经验法则?仅凭经验不足以解决这个复杂的问题。本论文描述了如何将石灰处理过的土壤的热力学地球化学模型用作确定特定土壤中可溶性硫酸盐阈值水平的第一步。提出了模型开发的基础,并比较了两种不同的土壤,以说明它们在添加熟石灰后对钙矾石生长的敏感性非常不同。沿着奥斯汀和圣安东尼奥之间的SH 130路线,各种土壤系列都被确定为含有可溶性硫酸盐,这可能给使用石灰和水泥稳定土壤带来麻烦。由于该模型基于特定位置的特性来预测钙矾石的生长,因此,本论文还展示了如何使用该模型来评估可溶性二氧化硅的潜在改善作用。在德克萨斯运输学院进行了研究,以开发一种方法来识别容易形成钙矾石的区域。拟议的方法使用磁力计快速筛查高硫酸盐的大面积区域。本文还阐述了GIS在利用土壤,地形图和地质图识别钙矾石形成中的应用。

著录项

  • 作者

    Sachin Kunagalli Natarajan;

  • 作者单位
  • 年度 2005
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  • 原文格式 PDF
  • 正文语种 en_US
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