| 按桩土一体化确定单桩极限承载力 |
| |
| 引用本文： | 李远坪.按桩土一体化确定单桩极限承载力[J].石油工程建设,1998,24(6):14-16. |
| |
| 作者姓名： | 李远坪 |
| |
| 作者单位： | 重庆石油高等专科学校!重庆市400042 |
| |
| 摘 要： | 根据地基土的变形特性和桩土共同作用机理，以粘弹性模型为基础，提出单桩极限承载力的计算公式。高层建筑工程的实测数据表明，该公式与实际吻合较好，因此在桩基础的设计中具有一定应用借鉴价值。
|
| 关 键 词： | 基础 变形 特征 桩 承压能力 摩擦力 |
Determination Ultimate Bearing Load of Single Pole by Pole-soil Unity Method |
| |
| Li Yuanping.Determination Ultimate Bearing Load of Single Pole by Pole-soil Unity Method[J].Petroleum Engineering Construction,1998,24(6):14-16. |
| |
| Authors: | Li Yuanping |
| |
| Abstract: | Pointing to deformation property of foundation soil and principle of pole-soil affecting jointly,based on viscoelastic model, this article raises a formula of calculating ultimate bearing load of single pole. The measuring data of high building construction indicate that the calculating result is close to measuring result and useful in design of pole foundation as reference. |
| |
| Keywords: | Foundation Deformation Feature Pile Resistance to pressure Frictional force |
| 本文献已被 CNKI 维普 等数据库收录！ |
