| 悬臂式钢板桩计算方法研究 |
| |
| 引用本文： | 林柏中,陈晓辉.悬臂式钢板桩计算方法研究[J].哈尔滨建筑大学学报,1989(4). |
| |
| 作者姓名： | 林柏中 陈晓辉 |
| |
| 作者单位： | 哈尔滨建筑工程学院防护结构教研室
(林柏中)，哈尔滨建筑工程学院施工技术教研室(陈晓辉) |
| |
| 摘 要： | 本文通过分析表明,悬臂式钢板桩在达到稳定平衡极限状态时,板桩绕桩底以上距桩底约为十分之一人土深度处截面转动了一定的角度,板桩两侧土体均已进入塑性工作阶段.文中用电子计算机对板桩设计参数进行了计算,并将计算结果编成了表格,供设计时查用.
|
| 关 键 词： | 板桩 钢板桩 |
Study on Method of Calculating Cantilever Steel Sheet Pile |
| |
| Lin Baizhong, Chen Xiaohui.Study on Method of Calculating Cantilever Steel Sheet Pile[J].Journal of Harbin University of Civil Engineering and Architecture,1989(4). |
| |
| Authors: | Lin Baizhong Chen Xiaohui |
| |
| Affiliation: | Lin Baizhong; Chen Xiaohui |
| |
| Abstract: | This paper shows, while a cantilever sheet pile reaches stable balance limit state, the sheet pile has turned a certain angle around the section that is about one tenth of the part under floor from bottom of the sheet pile, and the soil near the sheet pile has been put into plastic state. The paper calculated design parameters of sheet pile with computer, and converged the computed results into a table so as to be applied by designer. |
| |
| Keywords: | steel pile sheet pile |
| 本文献已被 CNKI 等数据库收录！ |
