| 软土结构性流变力学模型的研究 |
| |
| 引用本文： | 关超.软土结构性流变力学模型的研究[J].辽宁省交通高等专科学校学报,2010,12(5):7-9,18. |
| |
| 作者姓名： | 关超 |
| |
| 作者单位： | 辽宁省交通高等专科学校,辽宁沈阳110122 |
| |
| 摘 要： | 以粉质软粘土为研究对象进行室内蠕变实验,对比分析土体结构性变化对流变特性的影响。提出土体结构性影响系数的概念。根据试验数据确定应力效果参数与应力水平的关系式,进而建立了软土的结构性宏观流变力学模型,描述了软土结构改变后的流变规律。
|
| 关 键 词： | 流变 结构性影响系数 力学模型 结构性 |
Study on Structural Rheological Relation Model of Soft Soils |
| |
| GUAN Chao.Study on Structural Rheological Relation Model of Soft Soils[J].Journal of Liaoning Provincial College of Communications,2010,12(5):7-9,18. |
| |
| Authors: | GUAN Chao |
| |
| Abstract: | The paper puts soft clay as study object,makes rheological test and deduces the impact of structural change of clay on macro rheological characteristic.The author summarized the content of structural influence coefficient.According to the experimental data,the author established the relation of stress-effect parameter and stress.Finally,a structural rheological model of soft soils was set up,which can describe the rheological law of soft clay after structure change. |
| |
| Keywords: | rheological structural influence coefficient mechanics model structural |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
