固化淤泥的干燥收缩试验
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国家自然科学基金(51178161)


Experimental study of drying shrinkage of solidified dredged material
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    摘要:

    对不同初始含水率和水泥添加量的淤泥进行固化处理,结合土水特征曲线和收缩曲线探讨 固化淤泥在干燥过程中基质吸力与孔隙比之间的关系。试验结果表明:原泥与低水泥添加量的固 化淤泥随着基质吸力的增加会出现干缩现象,且固化淤泥的收缩小于原泥,高水泥添加量的固化淤 泥不发生收缩;当基质吸力增至某一值φS 后,基质吸力增大不会引起试样的进一步收缩,固化淤泥 φS 的大小与淤泥的初始含水率、水泥添加量有关。

    Abstract:

    Dredged material (DM) with different initial water contents and cement contents was solidified. The relationship between the matric suction and the void ratio during drying of the solidified dredged material (SDM) was established by utilizing the soil-water characteristic curves and the shrinkage curves, which were determined through experimental tests. The experimental results show that, during the drying process, the untreated soil and SDM with low cement contents continuously shrink with the increase of matric suction, and the latter exhibits lower shrinkage compared with the former, while SDM with high cement contents show no shrinkage. The increase of matric suction cannot cause further shrinkage when it reaches a specific value φS. It is found that the value of φS is influenced by the initial water content and cement content.

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胡孝彭,赵仲辉.固化淤泥的干燥收缩试验[J].河海大学学报(自然科学版),2015,43(1):39-43.(. Experimental study of drying shrinkage of solidified dredged material[J]. Journal of Hohai University (Natural Sciences),2015,43(1):39-43.(in Chinese))

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  • 在线发布日期: 2015-01-24
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