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The effects of temperature on the characteristics of kaolinite and bentonite

机译:温度对高岭石和膨润土特性的影响

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In this study, kaolinite and bentonite were investigated for the effect of thermal treatment on particle size, as well as water content, specific gravity, plasticity, activity index, swelling and compression index and strength properties. At first, kaolinite and bentonite were characterized using XRD and TG standard methods. All sieved samples were subsequently heated to various temperatures (100, 200, 400, 500 and 600°C respectively), and kept for 24 h at the maximum temperature. Odometer cells were used to describe the compressibility properties (loading and unloading) of the compacted-treated samples. Triaxial compression tests were carried out to determine thermal treatment effects on the strength parameters of all samples. It was found that kaolinite becomes non-plastic at 400°C and bentonite at 500°C. Grain size growth with increasing thermal treatment plays indeed a major role. Thermal treated kaolinite and bentonite up to 400°C drastically reduces their swelling behavior. Strong correlations between the angle of shearing resistance and thermal treatment of both materials and correlation coefficients have been demonstrated. The results showed that kaolinite and bentonite can be used as good stabilization materials if they are thermal treated; kaolinite up to 400°C and bentonite up to 500°C.
机译:在这项研究中,研究了高岭石和膨润土对粒度,水含量,比重,可塑性,活性指数,溶胀和压缩指数以及强度性能的影响。首先,使用XRD和TG标准方法对高岭石和膨润土进行了表征。随后将所有筛分的样品加热至各种温度(分别为100、200、400、500和600℃),并在最高温度下保持24小时。里程表单元用于描述压实处理后的样品的可压缩性(加载和卸载)。进行了三轴压缩试验,以确定热处理对所有样品强度参数的影响。发现高岭石在400℃下变成非塑性的,而膨润土在500℃下变成非塑性的。随着热处理的增加,晶粒尺寸的增长确实起着主要作用。高达400℃的热处理的高岭石和膨润土大大降低了它们的溶胀行为。两种材料的抗剪切力角和热处理角度以及相关系数之间都具有很强的相关性。结果表明,高岭石和膨润土经过热处理可以作为良好的稳定材料。高达400℃的高岭石和高达500℃的膨润土。

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