| 桩筏基础沉降计算及变形特性分析 |
| |
| 引用本文： | 帅华国.桩筏基础沉降计算及变形特性分析[J].工程建设与设计,2013(9):60-62. |
| |
| 作者姓名： | 帅华国 |
| |
| 作者单位： | 扬州大学工程设计研究院,江苏扬州,225009 |
| |
| 摘 要： | 地基基础设计是高层建筑设计中最重要环节,有效的基础沉降变形计算是确保基础设计合理、安全的重要手段,采用等效作用分层总和法计算桩筏基础最终沉降量,分析比较建筑沉降理论计算值和实测值,研究桩筏基础变形特性。
|
| 关 键 词： | 桩筏基础 沉降 变形特性 |
Settlement Calculation and Deformation Characteristic Analysis of Piled Raft Foundation |
| |
| SHUAI Hua-guo.Settlement Calculation and Deformation Characteristic Analysis of Piled Raft Foundation[J].Construction & Design for Project,2013(9):60-62. |
| |
| Authors: | SHUAI Hua-guo |
| |
| Affiliation: | SHUAI Hua-guo (Engineeing Designand Research Institute of Yangzhou University ,Yangzhou 225009,China) |
| |
| Abstract: | High-rise building foundation design is the most important part of the whole design. Effective base settlement deformation calculation is the important means to ensure that the base design is reasonable and safe. Use Equivalent role delamination summation-method to calculate the final settlement of the piled raft foundation. Analysis and compare the theoretical values and measured values of the settlement. Study the deformation characteristics of the piled ratt foundation. |
| |
| Keywords: | piled raft foundation settlement deformation Characteristic |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
