| 全长粘结式注浆锚杆抗拔力分析 |
| 投稿时间：2004-02-17 修订日期：2004-02-17 点此下载全文 |
| 引用本文：李万喜,刘建民.全长粘结式注浆锚杆抗拔力分析[J].钻探工程,2004,31(6):6-8.LI Wan-xi,LIU Jian-min. Discussion on Wholly Grouted Anchor Pullout Resistance[J]. Drilling Engineering, 2004,31(6):6-8. |
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| 中文摘要:根据拉拔时锚杆所受粘结应力的理论分布，分析了相应的锚杆最大抗拔力及其适用性和影响因素，为全长粘结式注浆锚杆的设计计算提供理论依据。 |
| 中文关键词:注浆锚杆 应力分布 抗拔力 |
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| Discussion on Wholly Grouted Anchor Pullout Resistance |
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| Abstract:Based on the theoretical distribution of frictional stress, the maximal pullout resistance formula of wholly grouted anchor is derived. The suitability and influence factors are also discussed. The authors provide theoretical principle for design and calculation of anchors. |
| keywords:grouted anchor stress distribution pullout resistance |
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