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首页> 外文期刊>Journal of nanomaterials >Physical, Mineralogical, and Micromorphological Properities of Expansive Soil Treated at Different Temperature
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Physical, Mineralogical, and Micromorphological Properities of Expansive Soil Treated at Different Temperature

机译:不同温度处理膨胀土的物理,矿物学和微观形态特征

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摘要

Different characterizations were carried out on unheated expansive soil and samples heated at different temperature. The samples are taken from the western outskirts of Nanning of Guangxi Province, China. In the present paper, the mineral and chemical composition and several essential physical parameters of unheated expansive soil are indicated by XRD and EDX analysis. Moreover, the structural transition and change of mechanical properties of samples heated in the range of room temperature to 140°C are proved by TG-DTA and SEM observation. The mean particle diameter, density, hydraulic behaviors, and bond strength also have been investigated. The results indicate that, along with the loss of free water, physical absorbed water, and chemically bound water, the microstructure experiences some obvious change. In addition, the particle size and density both will increase rapidly before 100°C and undertake a slow growth or decline when higher than 100°C. The hydraulic behaviors and strength performance of unheated samples and the one heated at 100°C are given out as well. All these researches play fundamental role in the pollution prevention, modification, and engineering application of expansive soil.
机译:在未加热的膨胀土和以不同温度加热的样品上进行了不同的表征。样本取自中国广西省南宁市西部郊区。本文通过XRD和EDX分析表明了未加热膨胀土的矿物化学组成和一些基本物理参数。此外,通过TG-DTA和SEM观察证明了在室温至140℃范围内加热的样品的结构转变和力学性能的变化。还研究了平均粒径,密度,水力行为和粘结强度。结果表明,随着游离水,物理吸收水和化学结合水的流失,金相组织发生了明显变化。此外,粒径和密度在100°C之前都会迅速增加,而在高于100°C时则会缓慢增长或下降。还给出了未加热样品和在100°C加热的样品的水硬性能和强度性能。这些研究在膨胀土的污染防治,改良和工程应用中都起着基础性的作用。

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