| 深厚软土区超长桩合理桩长的计算 |
| |
| 引用本文： | 周晓龙,廖红.深厚软土区超长桩合理桩长的计算[J].勘察科学技术,2011(4):1-3,12. |
| |
| 作者姓名： | 周晓龙 廖红 |
| |
| 作者单位： | 1. 杭州科技职业技术学院 杭州市300012
2. 湖州荣嘉桥梁构件工程有限公司 浙江,湖州,313000 |
| |
| 基金项目： | 2010年度浙江省教育厅科研项目,编号Y201010010 |
| |
| 摘 要： | 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 on Reasonable Length of Super-Long Pile in Deep Soft Soil Area |
| |
| Zhou Xiaolong,Liao Hong.Calculation on Reasonable Length of Super-Long Pile in Deep Soft Soil Area[J].Site Investigation Science and Technology,2011(4):1-3,12. |
| |
| Authors: | Zhou Xiaolong Liao Hong |
| |
| Affiliation: | Zhou Xiaolong1 Liao Hong2(1.Hangzhou Institute of Scientific Professional Technology 2.Huzhou Rongjia Bridge Component Engineering Co.,Ltd.) |
| |
| Abstract: | Through the static load test of super-long piles and the axial force test in deep soft soil area,based on the estimation equation of reasonable long of super-long piles derived by load-settlement deformation relationship,the reasonable length of super-long piles is calculated by Q-S curve data of static load test,and it provides the references for determining the reasonable pile length and avoiding blindly increase the pile length in deep soft soil area. |
| |
| Keywords: | deep soft soil area super-long pile reasonable length of pile static load test Q-S curve |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
