| 半刚性复合地基沉降实用计算方法的探讨 |
| |
| 引用本文： | 叶观宝,司明强.半刚性复合地基沉降实用计算方法的探讨[J].水文地质工程地质,2001,28(4):12-14. |
| |
| 作者姓名： | 叶观宝 司明强 |
| |
| 作者单位： | 同济大学地下建筑与工程系, |
| |
| 摘 要： | 本文对半刚性复合地基的沉降实用计算方法进行了分析，将临界桩长问题引入复合地基沉降计算方法，提出了复合地基沉降计算的若干建议，构成了更合理、更符合实际的计算方法。最后通过实例计算验证，文中建议方法的计算结果与实测值甚为吻合。
|
| 关 键 词： | 半刚性复合地基 临界桩长 沉降 复合模量法 应力修正法 桩身压缩量法 |
| 文章编号： | 1000-3665(2001)04-0012-03 |
| 修稿时间： | 2000年10月16 |
Discussion on the settlement calculation method of semi-rigid composite foundation |
| |
| YE Guan-bao et al..Discussion on the settlement calculation method of semi-rigid composite foundation[J].Hydrogeology and Engineering Geology,2001,28(4):12-14. |
| |
| Authors: | YE Guan-bao |
| |
| Institution: | YE Guan-bao et al. |
| |
| Abstract: | The settlement calculation method of semi-rigid composite foundation is analyzed in the paper. Moreover, the critical length of pile is considered in the calculation. Some advice is also presented in the settlement calculation. So the calculation method is much more reasonable and consistent with essence than the ordinary methods. Finally, taking an engineering project as an example, the results of the advised calculation in this paper and the field observation are in good agreement. |
| |
| Keywords: | composite foundation critical length of pile settlement |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
