珞珈山粘土压缩性的试验研究

Experimental Study on the Compressive Property of Luojiashan Clay

对武汉大学珞珈山粘土完成了15组不同含水量和压实度的室内压缩试验,分析了压实度、压实含水量及压实土体的饱和状态三因素对粘性填土压缩性能的影响,并通过压实土体结构方面的理论对其影响机理进行了阐释:这三方面因素主要是通过对土体结构及土中的基质吸力产生影响从而影响到土体的压缩变形性。试验表明,压实度和压实含水量均是在一定的应力范围内对粘性填土的压缩变形性能产生影响,在最优含水量附近粘性填土的压缩变形随着压实度的减小、压实含水量的增大而增大;压实土体浸水饱和后的压缩变形远大于饱和前的变形,压实含水量大的土体在其它条件相同的条件下因饱和引起的压缩变形小于压实含水量小的土体。

This paper carried out an experimental study on the compressive property of Luojiashan Clay at Wuhan University. In order to investigate the influence of compaction degree, compaction water content and saturation state of compacted soil on the compressive property of clayey fill, compression tests were done on the samples compacted to different water content around optimum moisture content by different degrees of compaction. The theory of compacted soil structure was used to explain mechanism of the influence, and it was the change of soil structure that caused the variation of compresSive property. The results of the tests show that it was at agiven range of stress that degree of compaction and compaction water content have influence on the compressive prop- erty of clayey fill. Around optimum moisture content with degree of compaction decreasing or compaction water content increasing, the compressive deformation of clayey fill increased. When compacted fill was saturated by water soaking, the compressive deformation increased much, and the clayey fill compacted at greater water con- tent than optimum moisture content showed smaller compressive deformation caused by saturation at other conditions the same.