| 全长粘结式锚杆抗拔力计算公式的探讨 |
| |
| 引用本文： | 魏新江,张世民,危伟. 全长粘结式锚杆抗拔力计算公式的探讨[J]. 岩土工程学报, 2006, 28(7): 902-905 |
| |
| 作者姓名： | 魏新江 张世民 危伟 |
| |
| 作者单位： | 浙江大学岩土工程研究所；浙江大学城市学院；浙江大学岩土工程研究所 浙江杭州310027；浙江杭州310015；浙江杭州310027； |
| |
| 摘 要： | 从锚固系统的组成出发,考虑锚杆灌浆体界面强度和灌浆体岩土体界面强度对全长粘结式锚杆抗拔力的影响,以及浆体与岩土界面的塑性区发展,推导得到全长粘结式锚杆的抗拔力计算公式。通过比较算例,抗拔力计算公式得到证实,具有实用价值。
|
| 关 键 词： | 全长粘结式锚杆 抗拔力 计算公式 |
| 文章编号： | 1000-4548（2006）07-0902-04 |
| 收稿时间： | 2005-03-07 |
| 修稿时间： | 2005-03-07 |
Discussion of formula of pullout resistance for fully grouted anchor |
| |
| WEI Xin-jiang,ZHANG Shi-min,WEI Wei. Discussion of formula of pullout resistance for fully grouted anchor[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(7): 902-905 |
| |
| Authors: | WEI Xin-jiang ZHANG Shi-min WEI Wei |
| |
| Affiliation: | 1.Institute of Geotechnic Engineering Zhejiang University Hangzhou 310027 China 2.City College of Zhejiang University Hangzhou 310015 China |
| |
| Abstract: | From the constitution of anchor system, the influence of the interface strength between bolt and grout medium and between grout medium and soil or rock on of pullout resistance of fully grouted anchor was investigated. Then a formula for pullout resistance of fully grouted anchor was derived by considering the plastic zone developed on the interface between grout medium and soil or rock. Some conclusions were obtained in the practical application of the formula. |
| |
| Keywords: | fully grouted anchor resistance force formula |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《岩土工程学报》浏览原始摘要信息 |
|
点击此处可从《岩土工程学报》下载免费的PDF全文 |
