| 低应变测定基桩承载力的新方法 |
| |
| 引用本文： | 刘国辉,马照亭,等.低应变测定基桩承载力的新方法[J].地质与勘探,2001,37(5):94-96. |
| |
| 作者姓名： | 刘国辉 马照亭 |
| |
| 作者单位： | 1. 石家庄经济学院
2. 北京大学 |
| |
| 摘 要： | 提出了对同类桩－土体系利用低应变测试技术与静载荷试验的结果进行相关分析、建立回归模型，在此基础上对其它同类桩－土体系的基桩利用低应变测试方法测定单桩承载力，该方法已得到了令人满意的实际效果。
|
| 关 键 词： | 基桩承载力 动静相关分析 回归模型 低应变测试 静载荷试验 |
| 文章编号： | 0495-5331(2001)04-0094-03 |
| 修稿时间： | 2001年1月11日 |
A NEW METHOD OF MEASURING THE BEARING CAPACITY OF PILE FOUNDATION WITH LOW-STRAIN |
| |
| LIU Guo-hui,LEI Ting,SONG Xue-lin,Ma Zhao-ting.A NEW METHOD OF MEASURING THE BEARING CAPACITY OF PILE FOUNDATION WITH LOW-STRAIN[J].Geology and Prospecting,2001,37(5):94-96. |
| |
| Authors: | LIU Guo-hui LEI Ting SONG Xue-lin Ma Zhao-ting |
| |
| Abstract: | The paper put forward a new method of measuring the bearing capacity of a pile foundation. The correlative analysis to the same pile-earth system and the regression model were established with low-strain measuring technology and the result of the silent load test. On these of basis, the bearing capacity of pile foundation in the area can be measured with low-strain measurement technology. This method had got a satisfactory result in practice. |
| |
| Keywords: | the bearing capacity of pile foundation the correlative analysis with dynamic and silent regression model low-strain measurement |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《地质与勘探》浏览原始摘要信息 |
| 点击此处可从《地质与勘探》下载免费的PDF全文 |
