| 瞬态瑞雷面波检测碎石桩复合地基承载力研究 |
| |
| 引用本文： | 贺会团,张献民,赵维炳.瞬态瑞雷面波检测碎石桩复合地基承载力研究[J].岩土工程学报,2006,28(8):1039-1043. |
| |
| 作者姓名： | 贺会团 张献民 赵维炳 |
| |
| 作者单位： | 南京水利科学研究院岩土工程研究所；中国民航学院交通工程学院；南京水利科学研究院岩土工程研究所 江苏南京210024；天津300300；江苏南京210024； |
| |
| 摘 要： | 讨论了土的变形模量同剪切波速之间的关系,并对碎石桩的变形模量进行了研究,通过对现场试验数据分析得到了碎石桩变形模量回归模型。在桩土应力比模量比公式的基础上,通过建立瑞雷波和地基土压缩模量之间的关系,建立一种利用瑞雷波确定碎石桩复合地基桩土应力比计算模型,并对其影响因素进行了讨论。通过工程实例,将计算值同静载试验值进行对比,证明了其可靠性。
|
| 关 键 词： | 复合地基 应力比 剪切波速 瑞雷波 变形模量 |
| 文章编号： | 1000-4548（2006）08-1039-05 |
| 收稿时间： | 2005-03-21 |
| 修稿时间： | 2005-03-21 |
Studies on bearing capacity of gravel-piled compound foundation detected by transient Rayleigh surface waves |
| |
| HE Hui-tuan,ZHANG Xian-min,ZHAO Wei-bing.Studies on bearing capacity of gravel-piled compound foundation detected by transient Rayleigh surface waves[J].Chinese Journal of Geotechnical Engineering,2006,28(8):1039-1043. |
| |
| Authors: | HE Hui-tuan ZHANG Xian-min ZHAO Wei-bing |
| |
| Affiliation: | 1.Geotechnical Engineering Institute Nanjin Hydraulic Research Institute Nanjing 210024 China 2.Civil Aviation University of China Tianjin 300300 China |
| |
| Abstract: | The relation between deformation modulus and velocity of shear was discussed. The deformation modulus of gravel pile was also studied, then the regression model was obtained. Based on the modulus ratio model, a new method which used Rayleigh velocity to calculate the stress ratio of compound foundation was established. The influencing factor of the stress ratio was discussed too. By comparison with the dead-load test, the reliability of the new method was verified. |
| |
| Keywords: | compound foundation stress ratio sheafing velocity Rayleigh wave deformation modulus |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《岩土工程学报》浏览原始摘要信息 |
|
点击此处可从《岩土工程学报》下载全文 |
