| 岩质边坡中预应力锚索抗拔试验研究 |
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| 引用本文： | 石清华,宋先凌. 岩质边坡中预应力锚索抗拔试验研究[J]. 山西建筑, 2006, 32(1): 100-101 |
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| 作者姓名： | 石清华 宋先凌 |
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| 作者单位： | 深圳职业技术学院 |
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| 摘 要： | 在某高危边坡治理工程开始时，通过对16m长600kN的预应力锚索的抗拔试验，对预应力锚索抗拔试验过程进行了详细的分析，并验证和调整了相关设计参数，调整后的设计采用了18m长的预应力锚索。
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| 关 键 词： | 岩质边坡 预应力锚索 抗拔试验 |
| 文章编号： | 1009-6825(2006)01-0100-02 |
| 收稿时间： | 2005-09-09 |
| 修稿时间： | 2005-09-09 |
The study of pullout testing of prestressed cables in a rock slope |
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| SHI Qing-hua,SONG Xian-ling. The study of pullout testing of prestressed cables in a rock slope[J]. Shanxi Architecture, 2006, 32(1): 100-101 |
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| Authors: | SHI Qing-hua SONG Xian-ling |
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| Affiliation: | SHI Qing-hua SONG Xian-ling |
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| Abstract: | Through the pullout testing of 16 m long and 600 kN prestressed cables at the beginning of a high and dangerous slope stabilization works, detailed analyses are carried out to the pullout testing process of prestressed cables and the relevant design parameters are also verified and adjusted. After the adjustification, 18 m long prestressed cables are adopted in the design. |
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| Keywords: | rock slope prestressed cable pullout testing |
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