三峡船闸高边坡锚索预应力损失监测成果分析

为了解三峡船闸高边坡预应力锚索的长期工作性能，根据73台锚索测力计累计达15 a左右的监测资料，对锚索预应力变化过程进行了统计分析，分别给出了锚索在锁定时以及锁定后截至2014年12月的预应力损失率量值及分布特点。同时，对锚索锁定后预应力损失率时序曲线进行了模式划分，并就不同模式下的发展规律进行了归纳与对比，指出以“急剧损失期、随机摆动衰减期、周期性平稳波动期”的3阶段发展模式最为典型。在此基础上，针对预应力变化的不同阶段，分析总结了损失原因和影响因素，并就预应力损失和边坡稳定性关系作了简要讨论。

Analysis of monitoring results of pre-stress loss in anchorage cables installed at high slope of ship-lock of Three Gorges Project

In order to understand the long-term performance of the pre-stressed anchorage cables installed in high slope of ship-lock of Three Gorges Project, the statistical analysis on the pre-stress variation process was carried out on the basis of the 15 years′ monitoring data from 73 anchorage cables. The magnitude and distribution characteristic of the pre-stress loss at the locking moment and after the locking till December of 2014 are presented. The mode of the sequential curve of pre-stress loss after the locking are divided and the evolution laws under different modes are summarized and compared. The 3-stage pattern is the most representative, namely the abrupt spurt stage, randomly up-down attenuation stage and periodically stable fluctuation stage. The reason and influential factors of pre-stress loss are summarized in terms of different stages. The relationship between the pre-stress loss and the stability of slope is briefly discussed.