| 对深基坑侧土压力计算理论与方法的分析和建议 |
| |
| 引用本文： | 邓子胜.对深基坑侧土压力计算理论与方法的分析和建议[J].五邑大学学报(自然科学版),2000(4). |
| |
| 作者姓名： | 邓子胜 |
| |
| 作者单位： | 五邑大学 |
| |
| 摘 要： | 建立在古典土压力理论基础上的深基坑侧土压力计算理论和方法，没有考虑围护墙的变形过程，普遍忽视了水的渗流效应及坑底土的超固结影响. 通过深入分析这些问题，消除了目前对土压力计算存在的模糊认识；对涉及以上几方面的土压力计算理论与方法提出了建议.
|
| 关 键 词： | 深基坑 土压力 渗流效应 超固结 |
An Analysis and Proposal for the Computing Theory and Methods of Lateral Earth Pressure on Deep Pit |
| |
| DENG Zi-sheng.An Analysis and Proposal for the Computing Theory and Methods of Lateral Earth Pressure on Deep Pit[J].Journal of Wuyi University(Natural Science Edition),2000(4). |
| |
| Authors: | DENG Zi-sheng |
| |
| Abstract: | The theory and methods of calculating the later earth pressure on deep pit was based on classical earth pressure theory, and as a result, the deformation process of enclosure wall, the influence of water seepage effects and the over-consolidation of soil were ignored. The author has made a profound analysis of these problems to eliminate confusions about computing the earth pressure, and put forward proposals for their remedy. |
| |
| Keywords: | deep pit earth pressure seepage effect over-consolidation |
| 本文献已被 CNKI 等数据库收录！ |
