| 注浆抗压桩破坏性静载试验分析 |
| |
| 引用本文： | 鲍远成,高永良. 注浆抗压桩破坏性静载试验分析[J]. 山西建筑, 2014, 0(4): 77-78 |
| |
| 作者姓名： | 鲍远成 高永良 |
| |
| 作者单位： | 浙江嘉兴市叁壹工程检测有限公司,浙江嘉兴310058 |
| |
| 摘 要： | 结合某工程桩端注浆抗压桩破坏性静载试验,通过桩身埋设钢筋应力计对各土层的平均极限侧阻值进行了分析,得到在竖向极限承载力作用下,单位侧阻的极限值比工程地质报告提供的侧阻极限值提高了2%~29%,下部土层比上部土层侧阻值增加多数要高等结论。
|
| 关 键 词： | 注浆抗压桩 端阻力 侧阻力 静载试验 |
Analysis on destructive static load test of grouting compressive pile |
| |
| BAO Yuan cheng GAO Yong-liang. Analysis on destructive static load test of grouting compressive pile[J]. Shanxi Architecture, 2014, 0(4): 77-78 |
| |
| Authors: | BAO Yuan cheng GAO Yong-liang |
| |
| Affiliation: | BAO Yuan cheng GAO Yong-liang (Zhejiang Jiaxing 31 Engineering Detection Limited Company, Jiaxing 310058, China) |
| |
| Abstract: | Combining with the destructive static load test of a grouting compressive end pile, through the pile buried reinforced stress analyzed the average limit lateral resistance value of each soil layers, gained the conclusions under the vertical limit bearing force, the limit values of unit side resistance increased 2% ～ 29% than the lateral resistance limit values of engineering geologic report provided, the resistance values increased more higher of lower soil layers than upper soil layer. |
| |
| Keywords: | grouting compression pile end resistance lateral resistance static load test |
| 本文献已被 CNKI 维普 等数据库收录！ |
