三峡永久船闸直立坡锁口锚杆应力监测分析

徐卫军, 李刚

长江科学院院报 ›› 2001, Vol. 18 ›› Issue (1) : 49-51.

PDF(119 KB)
PDF(119 KB)
长江科学院院报 ›› 2001, Vol. 18 ›› Issue (1) : 49-51.
工程监测

三峡永久船闸直立坡锁口锚杆应力监测分析

  •  徐卫军, 李刚
作者信息 +

A Analysis on monitoring results of locked anchorbar stress at TGP permanent lock's vertical slope

  •  XU  Wei-Jun, LI  Gang-
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摘要

为了解永久船闸直立坡顶锁口锚杆应力状态,有效地评价锚固施工质量及锚固效果,在部分锁 口锚杆上布置了锚杆应力计,并进行了应力监测。监测成果表明,锚杆锚固效果明显,永久船 闸二期开挖完毕后直立坡变形基本趋于稳定。

Abstract

For understanding the stress state of locked anchorbars at the top of TGP perm anent lock's vertical slope,and effectively evaluating their construction quali ties and anchoring effects,several anchor stress meters were located at partial locked anchorbars,and monitoring were practised. The monitoring results of str esses measured from anchorbars showed that anchoring effects of anchorbars a re obvious,the deformation of permanent lock's vertical slope basically tends t owards stability

关键词

三峡永久船闸 / 直立坡 / 锁口锚杆 / 锚杆应力监测

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徐卫军, 李刚. 三峡永久船闸直立坡锁口锚杆应力监测分析[J]. 长江科学院院报. 2001, 18(1): 49-51
XU Wei-Jun, LI Gang-. A Analysis on monitoring results of locked anchorbar stress at TGP permanent lock's vertical slope[J]. Journal of Changjiang River Scientific Research Institute. 2001, 18(1): 49-51

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