CREEP CHARACTERISTIC AND LONG-TERM STABILITY OF ROCK MASS IN SHIP LOCK HIGH SLOPE OF THE THREE GORGES PROJECT
三峡船闸高边坡岩体时效特性及长期稳定性分析

The results of creep test in site for rock mass and discontinuity in shiplock area of the Three Gorges Project are introduced. Considering the effects of construction excavation and seepage pressure, the rheological analysis on the stability of shiplock slope is made during construction and running. The analysis results are validated by measured data in site.