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N-2-BET surface area and FESEM studies of lime-stabilized montmorillonitic and kaolinitic soils

机译:石灰稳定的蒙脱土和高岭土的N-2-BET表面积和FESEM研究

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In this research, field emission scanning electron microscopy coupled with an energy-dispersive X-ray analyser was employed to study the micro-textural features and elemental composition of lime-stabilized soil. This technique was used to visualize the time-dependent morphological changes in different clay mineral structure and, moreover, to observe the formation of new cementing products that could not be detected by X-ray diffraction method. Due to the "surface associated'' nature of soillime reactions, the N2-BET surface area of treated soils was also monitored with curing time. Unconfined compressive strength test as an index of soil's improvement was performed on cured samples. Based on the results it was found that the type of cementing compounds that were formed after 8 months of curing was dependent on the type of clay minerals present. Also the progression of pozzolanic reaction was highly sensitive to the impurities present on the surface of soil particles. From an engineering point of view, the lime stabilization technique was effective in increasing the strength properties of natural soils with sodium bentonite (comprised mainly of montmorillonite mineral) showing the highest degree of improvement.
机译:在这项研究中,使用场发射扫描电子显微镜结合能量色散X射线分析仪研究石灰稳定土壤的微观结构特征和元素组成。该技术用于可视化不同粘土矿物结构中随时间变化的形态变化,此外,还可以观察到X射线衍射法无法检测到的新胶结产物的形成。由于固溶菌素反应具有“表面缔合”性质,因此还用固化时间监测了处理过的土壤的N2-BET表面积,对固化样品进行了无限制抗压强度试验,作为土壤改良的指标。研究发现,固化8个月后形成的胶结化合物的类型取决于所存在的粘土矿物的类型,火山灰反应的进程对土壤颗粒表面的杂质也高度敏感。鉴于此,石灰稳定化技术可有效提高天然膨润土的强度,而膨润土钠(主要由蒙脱石矿物组成)表现出最高的改善程度。

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