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厦门淤泥的变形性质
引用本文:李作勤. 厦门淤泥的变形性质[J]. 岩土力学, 1989, 10(4): 21-29
作者姓名:李作勤
摘    要:本文首先研究厦门淤泥的孔隙比、压缩系数、压缩指数和压缩模量随固结压力的变化特性。其次,研究了固结系数随固结压力、孔隙比的变化规律。最后,讨论淤泥在恒温恒压条件下次固结变形随时间的变化发展过程,定量地描述次固结量和主固结量的比值与次固结时间和固结压力水平的关系。


Deformation Properties of Xiamen Muck
Li Zuoqin. Deformation Properties of Xiamen Muck[J]. Rock and Soil Mechanics, 1989, 10(4): 21-29
Authors:Li Zuoqin
Abstract:This paper presents the variations of void ratios, compression coefficients, compression index and compression modulus of Xiamen muck with consolidated pressure at beginning. The second section describes the laws of coefficient of consolidation variation with pressure or void ratio. At last, it is discussed that the pressure secondary consolidation deformation develops with time at a given constant temperature and pressure. The ratio of secondary consolidation deformation to primary’s one, and quantitative relations between secondary consolidation deformation and pressure are described.
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