| 卸荷式与悬臂式挡土墙受力分析比较 |
| |
| 引用本文： | 颜彦. 卸荷式与悬臂式挡土墙受力分析比较[J]. 山西建筑, 2006, 32(15): 80-81 |
| |
| 作者姓名： | 颜彦 |
| |
| 作者单位： | 唐山钢铁设计研究院有限公司,河北唐山,063000 |
| |
| 摘 要： | 通过对悬臂式挡土墙与卸荷式挡土墙受力分析比较，可以看出同样高度的卸荷式挡墙较悬臂式挡墙在挡墙墙壁根部所受弯矩要小，这样可以减小挡墙墙壁的壁厚及配筋，同时也可以减小倾覆力矩，即可以减小挡墙底板宽度。
|
| 关 键 词： | 悬臂式挡墙 卸荷式挡墙 悬挑板 弯矩 |
| 文章编号： | 1009-6825(2006)15-0080-02 |
| 收稿时间： | 2006-02-11 |
| 修稿时间： | 2006-02-11 |
Comparison of force balance analysis between relieving and cantilever retaining wall |
| |
| YAN Yan. Comparison of force balance analysis between relieving and cantilever retaining wall[J]. Shanxi Architecture, 2006, 32(15): 80-81 |
| |
| Authors: | YAN Yan |
| |
| Abstract: | Through comparison of force balance analysis between cantilever and relieving retaining wall, it shows that, at the same height, relieving retaining wall suffers smaller bending moment at the lowest part of the wall than cantilever retaining wall. Using relieving wall can reduce the thickness and mixing reinforcement of retaining wall,and can reduce overtum mcment,i. e. the width of the base plate of retaining wall. |
| |
| Keywords: | cantilever retaining wall relieving retaining wall suspension board bending moment |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
