三峡工程永久船闸岩体高边坡锚固方案优化研究

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三峡工程永久船闸岩体高边坡锚固方案优化研究

更新时间：2023-11-28

- 三峡工程永久船闸岩体高边坡锚固方案优化研究
- Journal of Civil and Environmental Engineering Vol. 19, Issue 4, Pages: 14-19(1997)
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- DOI：10.11835/j.issn.1674-4764.1997.04.003
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- Published：1997
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[J]. Journal of Civil and Environmental Engineering, 1997, 19(4): 14-19.
DOI：

[J]. Journal of Civil and Environmental Engineering, 1997, 19(4): 14-19. DOI： 10.11835/j.issn.1674-4764.1997.04.003.

摘要

三峡工程永久船闸高边坡岩体卸荷非线性力学分析的基础上，分总体锚固方案及具体锚固措施两个层次研究了边坡锚固问题，总体四个方案的研究表明边坡下部直墙重点锚固是最优方案；具体措施锚固方案研究成果表明，长大锚洞方案最优，其他方案锚固力似有不足，可能影响边坡的长期稳定。

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