| 挖孔桩注浆提高承载力的试验研究 |
| |
| 引用本文： | 肖勤,李亮,阮波,田管凤. 挖孔桩注浆提高承载力的试验研究[J]. 铁道科学与工程学报, 2001, 19(1): 9-13 |
| |
| 作者姓名： | 肖勤 李亮 阮波 田管凤 |
| |
| 作者单位： | 1. 柳州铁路局，广西柳州 545000
2. 中南大学铁道校区土木建筑学院, |
| |
| 摘 要： | 为检验地质断裂带上人工挖孔桩的桩底压浆对提高桩承载力的效果，进行了三根现场模拟桩的静载试验。采用三种方法确定了桩的极限承载力，结果表明，桩底压浆使桩的承载力提高到2倍左右。
|
| 关 键 词： | 人工挖孔桩；注浆；承载力；静载试验 |
| 文章编号： | 1000-2499(2001)01-0009-05 |
| 修稿时间： | 2000-01-19 |
Testing for the Bearing Capacity of Drilled Pile with Ending Grouting |
| |
| HE Xu-hui. Testing for the Bearing Capacity of Drilled Pile with Ending Grouting[J]. Journal of Railway Science and Engineering, 2001, 19(1): 9-13 |
| |
| Authors: | HE Xu-hui |
| |
| Abstract: | In order to assess the effectiveness of grouting for increasing the bearing capacity of drilled piles on the broken rock subgrade,three piles,one without grouting,two grouted,are carried out static loading testing.Three methods are used to determine the bearing capacity.The testing results show that the bearing capacity improved greatly by grouting. |
| |
| Keywords: | |
| 本文献已被 万方数据 等数据库收录！ |
|
