| 饱和土体一维大变形固结系数研究 |
| |
| 引用本文： | 谢新宇.饱和土体一维大变形固结系数研究[J].浙江大学学报(自然科学版 ),1998,32(3):319-324. |
| |
| 作者姓名： | 谢新宇 |
| |
| 作者单位： | 浙江大学土木工程学系 |
| |
| 基金项目： | 国家自然科学基金,浙江省自然科学基金 |
| |
| 摘 要： | 本文在一维大变形固结理论研究的基础上，给出了大变形固结系数的定义及其不同描述方法时的具全表达式。
|
| 关 键 词： | 固结系数 大变形 渗透性 压缩性 饱和土 |
The research on the one dimensional large strain coeffcient of consolidation for saturated soil |
| |
| Xie Xinyu Xia Jianzhong Zhu Xiangrong Pan Qiuyuan.The research on the one dimensional large strain coeffcient of consolidation for saturated soil[J].Journal of Zhejiang University(Engineering Science),1998,32(3):319-324. |
| |
| Authors: | Xie Xinyu Xia Jianzhong Zhu Xiangrong Pan Qiuyuan |
| |
| Abstract: | Based on the research of the one dimensional large strain consolidation theory,the expressions of large strain coefficient of consolidation in different coordinates are given in this paper.In order to study the development regularity of lareg strain coefficient of consolidation ,it is supposed that the coefficient of permeability and the effective stress follow the semi logarithm linear relation with void ratio.It is shown that the coefficient of consolidation is the function of the effective stress or void ratio,and its development regularity is related to the physical and mechanical characteristics of soil. |
| |
| Keywords: | coefficient of consolidation large strain permeability compressibility |
| 本文献已被 CNKI 维普 等数据库收录！ |
