| 夹心桩基坑支护大变形分析 |
| |
| 引用本文： | 刘春原,窦远明,阎西康.夹心桩基坑支护大变形分析[J].河北工业大学学报,2000,29(5):63-65. |
| |
| 作者姓名： | 刘春原 窦远明 阎西康 |
| |
| 作者单位： | 河北工业大学,土建学院,天津,300132 |
| |
| 摘 要： | 针对可回收的夹心桩支护结构，基于T．L坐标建立了初始形的大变形增量有限元方程，引入自修正迭代算法，用编制的FLSAC大变形程序，对夹心桩支护结构的受力和变形特征进行了分析，为支护结构设计和选取支护结构参数提供了依据。
|
| 关 键 词： | 深基坑 夹心桩工法 支护结构 变形特征 |
Large Deformity Analytic of Shoring Structure with Filling Pile Construction Method |
| |
| LIU Chun-yuan,DOU Yuan-ming,YAN Xi-kang.Large Deformity Analytic of Shoring Structure with Filling Pile Construction Method[J].Journal of Hebei University of Technology,2000,29(5):63-65. |
| |
| Authors: | LIU Chun-yuan DOU Yuan-ming YAN Xi-kang |
| |
| Abstract: | To the reclaimable filling pile shoring structure,establishes the increment finite element equation of original formation on the T L coordinate The big deformity program(FLSAC) is authorized with introducing self-modify iterative arithmetic They are analyzed that the deformity and passive pressure characteristic of shoring structure with filling pile The designing parameters of shoring structure are afforded |
| |
| Keywords: | deep pit filling pile techniques large deformation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
