| 工作状态下土钉受力变形计算模型的建立 |
| |
| 引用本文： | 郭院成,秦会来,刘战.工作状态下土钉受力变形计算模型的建立[J].河南科学,2005,23(6):832-834. |
| |
| 作者姓名： | 郭院成 秦会来 刘战 |
| |
| 作者单位： | 郑州大学土木工程学院,河南,郑州,450002;同济大学地下建筑与工程系,上海,200092;中原油田建筑集团公司,河南,濮阳,457001 |
| |
| 基金项目： | 河南省自然科学基金资助项目(0211063200) |
| |
| 摘 要： | 将正常工作状态下的土钉分为主动区土钉段和稳定区土钉段,并根据土钉的受力特点,分别建立了受力与变形关系的计算模式.该计算模式的建立为土钉支护及复合土钉支护中土钉变形计算提供了依据,从而为进一步计算土钉支护以及复合土钉支护的变形创造了条件.
|
| 关 键 词： | 岩土工程 土钉支护 复合土钉支护 变形计算 |
| 文章编号： | 1004-3918(2005)06-0832-03 |
| 收稿时间： | 2005-08-03 |
| 修稿时间： | 2005年8月3日 |
Establishment of force-deformation calculation mode for soil nails in service |
| |
| GUO Yuan-cheng,QIN Hui-lai,LIU Zhan.Establishment of force-deformation calculation mode for soil nails in service[J].Henan Science,2005,23(6):832-834. |
| |
| Authors: | GUO Yuan-cheng QIN Hui-lai LIU Zhan |
| |
| Institution: | 1. College of Civil Engineering, Zhengzhou University, Zhengzhou 450002, China; 2. Deparment of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 3. Construction Group Corp. of ZPEB SINOPEC, Puyang 457001, China |
| |
| Abstract: | In this paper,soil nails in service are divided into two segments,active area segment and anchor area segment.Based on the characteristics of soil nail force,the calculation mode of force and deformation for each part are established.What we have done here provides basis for the deformation calculation of soil nails in soil nailing and composite soil nailing,and creates conditions for the deformation calculation of soil nailing and composite soil nailing. |
| |
| Keywords: | geotechnical engineering soil nailing composite soil nailing deformation calculation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
