|
|||||
|
|
| 一维固结条件下黏土微结构再造过程研究和描述 | |
| 引用本文： | 李顺群,高凌霞,柴寿喜,王英红,刘双菊.一维固结条件下黏土微结构再造过程研究和描述[J].岩土力学,2010,31(11):3435-3440. |
| 作者姓名： | 李顺群 高凌霞 柴寿喜 王英红 刘双菊 |
| 作者单位： | 1. 天津城市建设学院,土木工程系,天津,300384;天津城市建设学院,天津市软土特性与工程环境重点实验室,天津,300384 2. 大连民族学院,土木建筑工程学院,辽宁,大连,116600 3. 天津城市建设学院,电子与信息工程系,天津,300384 |
| 基金项目： | 教育部科学技术研究重点项目（No. 210004）；冻土工程国家重点实验室开放基金资助项目（No. SKLFSE200906）。 |
| 摘 要： | 采用冷冻制样方法,对不同固结压力作用下得到的重塑黏土压缩试样进行了真空干燥,对其水平截面、45o截面和垂直截面上获得的SEM照片域微结构参数进行了研究。对简单微结构参数的研究表明,随固结压力增大颗粒体所占比重越来越大。对合成微结构参数的研究包括主成分分析和聚类分析两方面,结果表明,随固结压力增大,第一主成分指标近似线性增大;不同固结压力作用下的样品具有明显的聚类特征,且类内距离随固结压力增大逐渐增大。在建立各种土力学关系时,可以考虑纳入合成微结构参数而并非简单微结构参数,以反映土微结构的整体特征。 |
| 关 键 词： | 一维固结 微结构再造 主成分分析 聚类分析 |
| 收稿时间： | 2009-01-21 |
A method for describing microstructure of clay rebuilding in process of one-dimensional consolidation |
|
| LI Shun-qun,GAO Ling-xia,CHAI Shou-xi,WANG Ying-hong,LIU Shuang-ju.A method for describing microstructure of clay rebuilding in process of one-dimensional consolidation[J].Rock and Soil Mechanics,2010,31(11):3435-3440. | |
| Authors: | LI Shun-qun GAO Ling-xia CHAI Shou-xi WANG Ying-hong LIU Shuang-ju |
| Institution: | 1. Department of Civil Engineering, Tianjin Institute of Urban Construction, Tianjin 300384, China; 2. Tianjin Key Laboratory of Soft Soil Characteristics and Engineering Environment, Tianjin Institute of Urban Construction, Tianjin 300384, China; 3. School of Civil and Architecture Engineering, Dalian Nationalities University, Dalian, Liaoning 116600, China; 4. Department of Electronic & Information Engineering, Tianjin Institute of Urban Construction, Tianjin 300384, China |
| Abstract: | Vacuum freeze drying method is utilized to prepare samples for SEM from one-dimensional consolidated clay, which is originally remolded and subsequently suffered the 5 grade pressures respectively. And then, simple and synthetical microstructure parameters of SEM photos obtained from horizontal, 45o inclined and vertical plane are studied to discover relation between macroscopical mechanics and micro structure. Study of simple parameters shows that grain area ratio and perimeter increase with consolidation pressure while other parameters have no constant tendency. Synthetical parameters come from two data analysis methods, namely principal component analysis and pedigree cluster analysis. It is shown that the first principal component approximately linearly increases with consolidation pressure. Samples can be exactly clustered into several families according to the pressure; and inner distance of a family nonlinearly increases with pressure. Synthetical parameter is distinctly superior to simple parameter in study of soil mechanics because the former can reflect the whole microstructure qualities; but the latter can’t. |
| Keywords: | one-dimensional consolidation microstructure rebuilding principal component analysis pedigree cluster analysis |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |
| 点击此处可从《岩土力学》浏览原始摘要信息 | |
| 点击此处可从《岩土力学》下载免费的PDF全文 | |