| 多分支承力盘桩单桩竖向静载荷试验极限承载力的判定 |
| 修订日期：2000-07-15 点此下载全文 |
| 引用本文：张怡权,夏柏如.多分支承力盘桩单桩竖向静载荷试验极限承载力的判定[J].钻探工程,2000,(5):27-28.. Determinationof the Multi-branch Pile Limit Bearing Capacity on the B a sis of Vertical Static LoadingTest[J]. Drilling Engineering, 2000,(5):27-28. |
| 摘要点击次数: 933 |
| 全文下载次数: 295 |
| 张怡权 夏柏如 |
| 中国地质大学〈北京〉工程技术学院!北京100083 |
|
| 中文摘要:以函数Q =Qu(1 -Ae-BS)对多分支承力盘桩单桩静载荷试验数据进行曲线拟合 ,推定单桩极限承载力。实例表明 ,此方法不失为一种有效的辅助方法。 |
| 中文关键词:曲线拟合,多分支承力盘桩,静载荷试验,单桩极限承载力 |
| |
| Determinationof the Multi-branch Pile Limit Bearing Capacity on the B a sis of Vertical Static LoadingTest |
| ZHANG Yi quan XIA Bo ru |
|
|
| Abstract:This article discussed calculation of multi branch pile limit bearing capacity by fitting loading test Q-S curves according to the function Q=Q u(1-Ae -BS ) . Application shows that this method is workable. |
| keywords:curve fitting,multi branch pile by extrusion,static loading test,a pile limit bearing capacity, |
| 查看全文 查看/发表评论 下载PDF阅读器 |
|
|
|
