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从微细结构方面解释某黏性土压缩特性的差异
引用本文:周宇泉,胡昕,洪宝宁,孙秋.从微细结构方面解释某黏性土压缩特性的差异[J].水利水电科技进展,2006,26(1):31-33.
作者姓名:周宇泉  胡昕  洪宝宁  孙秋
作者单位:河海大学岩土工程研究所,江苏,南京,210098
摘    要:利用土体微细结构光学测试系统对黏性土在压缩过程中微细结构变化进行了定量分析研究,提取并分析相关微细结构特征参数。研究表明,从微细观角度来看,黏性土的压缩性主要受3个因素影响:土体颗粒自身形态的变化、土体颗粒排列方式的变化以及土体孔隙形态的变化。

关 键 词:黏性土  微细结构  压缩性  定向度  分布分维
文章编号:1006-7647(2006)01-0031-03
修稿时间:2004年12月16

Explaining the variation of compressive behavior of a cohesive soil from microstructure
ZHOU Yu-quan,HU Xin,HONG Bao-ning,SUN Qiu.Explaining the variation of compressive behavior of a cohesive soil from microstructure[J].Advances in Science and Technology of Water Resources,2006,26(1):31-33.
Authors:ZHOU Yu-quan  HU Xin  HONG Bao-ning  SUN Qiu
Abstract:A quantitative analysis was performed of the microstructure variation of a cohesive soil during the compression process by use of the optical measurement system for microstructure of soil,and some characteristic parameters for the microstructure were obtained and analyzed.The result shows that the compressive behavior of the cohesive soil is mainly affected by three factors,(including) the variations of shapes and arrangement of soil particles and pore shapes of soil.
Keywords:cohesive soil  microstructure  compressive behavior  degree of polymerization  distribution and fractal dimension
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