| 深厚软土区超长桩合理桩长的计算 |
| |
| 引用本文： | 周晓龙,沈先荣. 深厚软土区超长桩合理桩长的计算[J]. 水运工程, 2011, 0(10): 38-41 |
| |
| 作者姓名： | 周晓龙 沈先荣 |
| |
| 作者单位： | 杭州科技职业技术学院,浙江杭州,311400 |
| |
| 基金项目： | 2010年度浙江省教育厅科研项目（Y201010010） |
| |
| 摘 要： | 工程实践证明,软土地基超长桩在轴向荷载作用下的荷载传递机理与常规桩基有较大区别。通过深厚软土区超长桩静载试验和桩身轴力测试,依据载荷-沉降变形关系推导的超长桩合理桩长估算公式,利用静载试验Q-S曲线数据对超长桩合理桩长进行计算,为确定深厚软土地区合理桩长避免盲目增加桩长提供参考。
|
| 关 键 词： | 深厚软土区 超长桩 合理桩长 静载试验 Q-S曲线 |
Calculation of proper pile length of super-long pile in soft soil area |
| |
| ZHOU Xiao-Long,SHEN Xian-rong. Calculation of proper pile length of super-long pile in soft soil area[J]. Port & Waterway Engineering, 2011, 0(10): 38-41 |
| |
| Authors: | ZHOU Xiao-Long SHEN Xian-rong |
| |
| Affiliation: | Hangzhou Academy of Scientific Professional Technology, Hangzhou 311400, China |
| |
| Abstract: | Engineering practice has proved that the super-long pile with axial loads in soft soil area is quitedifferent from the conventional pile foundation in load transfer mechanism. Through static load and pile shaft force test of super-long pile in deep soft soil area, proper pile length estimation formula of super-long pile is deduced according the load-settlement deformation relationship. Using Q-S curve static load test data, the proper pile length of super-long pile is calculated. |
| |
| Keywords: | deep soft soil area super-length pile proper pile length static load test Q-S curve |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《水运工程》浏览原始摘要信息 |
|
点击此处可从《水运工程》下载全文 |
