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QUANTITATIVE ANALYSIS ON MICROSTRUCTURE OF CLAY SUBGRADE BY GROUTING

机译:灌浆粘土路基微观结构的定量分析

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The method of clay subgrade by grouting has been widely used in construction, with good economic benefits and value. Microstructure change is one aspect of reinforced effect for clay subgrade by grouting. Based on indoor test, regularity of microstructure change in reinforcement and non-reinforcement clay subgrade is discussed and the amount of grouting and pressure with time curve are obtained. Firstly, the design of indoor grouting experiment is presented. Secondly, on the basis of scanning electron microscopy (SEM) and test indoor, the common physics and mechanical properties of the clay are determined. The main parameters on microstructure of the clay are found by studying the microstructure images before and after grouting. Finally, the change on microstructure parameters of clay are analyzed by developed program. Mercury intrusion test is employed on the original and compound clay and variation of pore distribution and pore distribution range of pore size were obtained. It is found that the main pore radius of the clay is located between 0.05-1 μm; the clay porosity; the total volume of pore; the total pore area and the pore radius are reduced in grouting compound. The experiment indicates that grouting reinforcement of clay subgrade marked effect.
机译:通过灌浆的粘土路基的方法已广泛用于建设,具有良好的经济效益和价值。微观结构变化是通过灌浆的粘土路基加强效果的一个方面。基于室内测试,讨论了加固和非加强粘土路基的微观结构变化的规律性,获得了灌浆和压力的挤压量。首先,提出了室内灌浆实验的设计。其次,在扫描电子显微镜(SEM)和室内测试的基础上,确定粘土的常见物理和机械性能。通过在灌浆之前和之后研究微观结构图像来发现粘土微结构的主要参数。最后,开发的程序分析了粘土的微观结构参数的变化。汞入侵试验用于原始,并将复合粘土和孔径分布的变化和孔径分布范围进行。发现粘土的主孔半径位于0.05-1μm之间;粘土孔隙率;孔的总体积;灌浆化合物中的总孔面积和孔半径降低。该实验表明粘土路基的灌浆强化标记效果。

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