| 多道瞬态瑞雷波法在强夯地基检测中的应用探讨 |
| |
| 引用本文： | 林朝旭. 多道瞬态瑞雷波法在强夯地基检测中的应用探讨[J]. 福建建筑, 2007, 0(11): 43-45 |
| |
| 作者姓名： | 林朝旭 |
| |
| 作者单位： | 福建省建筑设计研究院 福州350001 |
| |
| 摘 要： | 文章结合工程实例通过对强夯前、后多道瞬态瑞雷波资料的对比分析,探讨多道瞬态瑞雷波法在强夯地基检测中的应用效果,综合常规静载荷试验、动力及静力触探资料,采用数值统计法计算出各测试点地基土的承载力特征值,从而对整个测区强夯加固效果进行全面评价。
|
| 关 键 词： | 瑞雷波 频散曲线 面波速度 相关系数 承载力特征值 |
| 文章编号： | 1004-6135（2007）11-0043-03 |
| 收稿时间： | 2007-08-22 |
The application and discuss of Rayleigh wave in foundation improvement adopted by heavy ramming |
| |
| Lin ehao xu. The application and discuss of Rayleigh wave in foundation improvement adopted by heavy ramming[J]. Fujian Architecture & Construction, 2007, 0(11): 43-45 |
| |
| Authors: | Lin ehao xu |
| |
| Affiliation: | Fujian Provincial Institute of Architectural Design and Research, Fuzhou, 350001 |
| |
| Abstract: | The paper discusses and analyzes the improvement of heavy ramming foundation by rayleigh wave methods,in cooperated with the static load test data,the characteristic value of bearing capacity of the site is derived by the rayleigh wave phase velocity through the statistic regression parameter.Therefore,the effects and improvement of heavy ramming foundation is evaluated for the whole site. |
| |
| Keywords: | Rayleigh wave dispersive curve phase velocity correlation coefficient characteristic value of bearing capacity |
| 本文献已被 CNKI 维普 等数据库收录！ |
