| 某电厂机组工程地基处理试验研究 |
| |
| 引用本文： | 解毅.某电厂机组工程地基处理试验研究[J].山西建筑,2011,37(34):64-66. |
| |
| 作者姓名： | 解毅 |
| |
| 作者单位： | 山西交通安居置业管理中心,山西太原,030024 |
| |
| 摘 要： | 针对某电厂机组工程地基处理进行了试验研究，通过单桩竖向抗压静载试验以及单桩承台竖向抗压静载试验的结果分析，得出钢筋混凝土预制桩试桩的单桩极限承载力为2150kN，土体承载力取值不宜过高，应不大于60kPa，并建议工程桩施工时选用D46～D60锤。
|
| 关 键 词： | 地基处理 竖向抗压静载试验 高应变测试 低应变检测 |
Research on experiments of foundation treatment of unit engineering of some power plant |
| |
| XIE Yi.Research on experiments of foundation treatment of unit engineering of some power plant[J].Shanxi Architecture,2011,37(34):64-66. |
| |
| Authors: | XIE Yi |
| |
| Abstract: | The paper undertakes the experimental research on the foundation treatment of the unit engineering of some power plant,concludes that the limited loading capacity of the single pile of the trial pile in the reinforced concrete precast piles should be 2 150 kN,according to the analysis of the results for the vertical compression resistance static load experiment of single test and the single pile cap vertical compressive resistance static load test,indicates the earth body loading should not be too high,less... |
| |
| Keywords: | foundation treatment vertical compressive resistance static load experiment high strain test low strain test |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
