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Stabilization of Silty Sand Soils with lime and Microsilica Admixture in presence of Sulfates

机译:在硫酸盐存在下用石灰和微硅土掺合料稳定粉质沙土

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In recent decades, using byproducts of industries to avoid accumulation and keep environment pure and safe is a necessity. Microsilica is one of such byproducts which are harmful for human health and environment. It contains approximately 95% silicon dioxide which can be used as a material in soil improvement in mixture with lime. Admixing Microsilica Fume and Lime into silty sand causes a reaction between silicon dioxide (SiO_2) of Microsilica and calcium hydroxide (Ca (OH)_2) of Lime and makes calcium silicate crystal which is a hard insoluble material. Such process increases strength parameters of soils. The main objective of this research is evaluation of effects of Microsilica and Lime admixtures on shear strength and swelling of Jandagh-Garmsar railway subgrade. The railway track of iran is located in the central desert of country. Therefore to determine the best composition of Microsilica and Lime to improve mentioned soil, CBR tests have been performed. Results show that the addition of microsilica-lime to the silty sand soil increases the CBR strength and decreases swelling. So microsilica waste material can be successfully used to enhance silty sand soil resistance.
机译:在最近的几十年中,必须使用工业副产品来避免积累并保持环境的纯净和安全。微二氧化硅是对人体健康和环境有害的此类副产物之一。它包含约95%的二氧化硅,可与石灰混合用作土壤改良的原料。将微硅粉和石灰混合到粉砂中会引起微硅粉的二氧化硅(SiO_2)与石灰的氢氧化钙(Ca(OH)_2)之间的反应,从而使硅酸钙晶体成为难溶的物质。这样的过程增加了土壤的强度参数。这项研究的主要目的是评估微硅石和石灰掺合料对Jandagh-Garmsar铁路路基抗剪强度和膨胀的影响。伊朗的铁轨位于该国的中央沙漠。因此,为了确定微硅粉和石灰的最佳成分以改善上述土壤,已进行了CBR测试。结果表明,在粉质砂土中添加微硅石灰可提高CBR强度并减少膨胀。因此,微二氧化硅废料可以成功地用于增强粉质沙土的抵抗力。

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