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 anchorbars 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 anchorbars,and monitoring were practised. The monitoring results of str esses measured from anchorbars showed that anchoring effects of anchorbars 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
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 anchorbar 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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