| 沉降控制复合桩基设计时单桩承载力取值讨论 |
| |
| 引用本文： | 朱向荣,董宏波. 沉降控制复合桩基设计时单桩承载力取值讨论[J]. 住宅科技, 2003, 0(4): 10-12 |
| |
| 作者姓名： | 朱向荣 董宏波 |
| |
| 作者单位： | 浙江大学,杭州,310027 |
| |
| 摘 要： | 沉降控制复合桩基是一种经济有效的基础形式。在设计沉降控制复合桩基时，根据单桩的截面尺寸和要控制的目标沉降确定单桩桩极限承载力，有效计算沉降控制复合桩基的沉降。
|
| 关 键 词： | 沉降控制 复合桩基 设计 单桩 承载力 |
| 修稿时间： | 2002-12-30 |
Discussion on Single Pile Bearing Capacity in Design of Composite Pile Foundation for Settlement Control |
| |
| Zhu Xiangrong Dong Hongbo. Discussion on Single Pile Bearing Capacity in Design of Composite Pile Foundation for Settlement Control[J]. Housing Science, 2003, 0(4): 10-12 |
| |
| Authors: | Zhu Xiangrong Dong Hongbo |
| |
| Abstract: | The composite pile foundation for settlement control is an economical and effective foundation.In design of composite pile foundation to control settlement,the ultimate bearing capacity of single pile should be determinned according to its cross section and settlement limit.The settlement of composite pile foundation should be effectively calculated. |
| |
| Keywords: | settlement control Q-S curve of single pile hyperbola |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
