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Improving the structure and mechanical properties of loess by acid solutions - An experimental study

机译:通过酸溶液改善黄土的结构和力学性能 - 实验研究

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The structure of loess is the primary cause of loess-related disasters, such as collapse, seismic subsidence, and liquefaction. To improve the pore structure of loess more effectively, chemical methods are preferred over conventional physical methods. It is found that acidic solutions can readily dissolve the salt crystal cement composed of CaCO3 and other soluble salts in loess, thereby easily and thoroughly destroying the macropores of loess and resulting in a new, superior structure with improved mechanical properties. A series of laboratory tests was performed to investigate and compare the structural and mechanical properties of natural collapsible loess and loess treated with acid (LTA). Scanning electron microscopy (SEM) analysis revealed that the well-spaced granules with point contacts of natural loess were transformed into cemented interlocking amorphous grain modes in LTA. Compression and collapsibility tests proved that the pore structure of the loess was easily destroyed and improved by the addition of an acid solution, and the resulting LTA was more resistant to single and multiple collapse events than the natural loess. Static triaxial tests confirmed that the enhancement of the original cohesion force and curing cohesion force among soil particles improved the shear strength of LTA. Dynamic triaxial tests showed that, because of a lower void ratio (e) than the natural loess, LTA had a better seismic performance as well as a lower likelihood of liquefaction. The new acid-addition presoaking method is shown effective in improving mechanical properties of loess. The implication of this finding is significant for the construction in the loess deposits. The results also provide a valuable reference for studies on construction in loess polluted with acidic wastewater.
机译:黄土结构是黄土相关灾害的主要原因,例如崩溃,地震沉降和液化。为了更有效地改善黄土的孔隙结构,优选化学方法对常规物理方法。结果发现酸性溶液可以容易地溶解由黄土中的CaCO 3和其他可溶性盐组成的盐晶水泥,从而容易且彻底地破坏黄土的大孔,并导致具有改进的机械性能的新的优异结构。进行了一系列实验室测试以研究和比较用酸(LTA)处理的天然可折叠黄土和黄土的结构和力学性能。扫描电子显微镜(SEM)分析显示,用天然黄土的点触点的良好间隔颗粒被转化为LTA的胶合互锁无定形晶粒模式。压缩和折叠测试证明,通过加入酸溶液容易破坏和改善黄土的孔结构,并且得到的LTA比天然黄土更耐塌陷和多重塌陷事件。静态三轴试验证实,土壤颗粒之间的原始内聚力和固化内聚力的增强提高了LTA的剪切强度。动态三轴试验表明,由于比天然黄土更低的空隙率(e),LTA具有更好的地震性能以及液化的较低可能性。新的酸加成预备方法显示有效改善黄土的机械性能。这种发现的含义对于黄土沉积物的建筑具有重要意义。结果还为黄土污染酸性废水污染的研究提供了有价值的参考。

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