| 强夯地基检测的有效方法——瑞雷波法 |
| |
| 引用本文： | 耿光旭,赵刚.强夯地基检测的有效方法——瑞雷波法[J].勘察科学技术,2001(5):57-60. |
| |
| 作者姓名： | 耿光旭 赵刚 |
| |
| 作者单位： | 深圳市地质局 |
| |
| 摘 要： | 强夯地基质量检测是强夯地基处理的一个十分重要环节。该文通过瑞雷波法的理论探讨及多个工程中与压板试验、钻探标贯、室内土工试验的对比 ,证明瑞雷波法不仅可以检测出强夯地基加固深度、影响深度 ,而且可以推测出地基承载力和变形模量。对于大面积进行地基检测 ,特别是填石置换复合地基 ,具有明显的优越性
|
| 关 键 词： | 瑞雷波法 地基检测 强夯法 |
| 修稿时间： | 2001年6月21日 |
EFFECTIVE METHOD FOR DETECTING THE FOUNDATION BY DYNAMIC CONSOLIDATION--RAYLEIGH WAVE METHOD |
| |
| Geng Guangxu,Zhao Gang.EFFECTIVE METHOD FOR DETECTING THE FOUNDATION BY DYNAMIC CONSOLIDATION--RAYLEIGH WAVE METHOD[J].Site Investigation Science and Technology,2001(5):57-60. |
| |
| Authors: | Geng Guangxu Zhao Gang |
| |
| Affiliation: | Shenzhen Geological Bureau |
| |
| Abstract: | The detection of the quality of foundation by dynamic consolidation is a key link for the foundation treatment using dynamic consolidation. Through the theoretical discussion and comparison of Rayleigh wave results for a number of engineering projects with the results of PLT, SPT and laboratory soil testing, the paper proves that the Rayleigh wave method can detect not only the stabilized depths, the depths of influence for dynamic consolidated foundation, but also the bearing capacity and modulus of deformation of foundation. As to the foundation detecting for large area, especially for the stone-filled replacement composite foundation, it possesses evident superiority. |
| |
| Keywords: | Rayleigh wave method foundation detection dynamic consolidation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
