| 天津市上部地基土三轴剪切试验强度的研究 |
| |
| 引用本文： | 杨金钟,王艳宏.天津市上部地基土三轴剪切试验强度的研究[J].天津理工大学学报,2005,21(3):86-88. |
| |
| 作者姓名： | 杨金钟 王艳宏 |
| |
| 作者单位： | 天津市地质矿产测试中心,天津,300191 |
| |
| 摘 要： | 本文通过对土的不固结不排水三轴剪切试验的影响因素的分析及对比试验，总结了土的不固结不排水三轴剪切试验强度的变化规律，阐明了在工程勘察设计中土的不固结不排水三轴剪切试验强度指标的应用．
|
| 关 键 词： | 三轴剪切试验 抗剪强度 试验条件 地基土 |
| 文章编号： | 1673-095X(2005)03-0086-03 |
| 修稿时间： | 2004年10月14 |
Study on variation of UU-shear strength indices of Tianjin shallow soils |
| |
| YANG Jin-zhong,WANG Yan-hong.Study on variation of UU-shear strength indices of Tianjin shallow soils[J].Journal of Tianjin University of Technology,2005,21(3):86-88. |
| |
| Authors: | YANG Jin-zhong WANG Yan-hong |
| |
| Abstract: | The Unconsolded-Undrained (UU)shear strength Indices was studied for shallow soils in TianJin area by Tri-axial test method. It was analyzed that the characteristics of shear strength indices are determined by kinds of influence factor during the testing under different conditions.Through these tests and analyses,the Variation of UU-shear strength was obtained. In this paper, It was shown how to use the UU-shear strength indices in Geotechnical engineering . |
| |
| Keywords: | tri-axial testing shear strength indices test condition soils of footing |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
