摘要
针对三峡永久船闸勘探设计阶段己有勘探平洞的布置特点,利用船闸二闸室中隔墩中部的8平洞主洞,在船闸开挖初期布置多点位移计测孔,实现了中隔墩岩体开挖过程中近4a的全过程监测。根据变形观测设施观测结果,对中隔墩岩体随船闸开挖的变形过程以及岩体的变形特征进行了分析,并将观测结果与数值计算结果进行了比较。最后,对中隔墩岩体的稳定性问题进行了讨论。
The original exploratory adits were already excavated in the shiplock area of the Three Gorges Project (TGP). The 8# adit is intersected with the middle rock wall which is used as an isolation wall of the double line shiplock and utilized to be a place to set the multi-point extensometers for safety monitoring of the middle rock wall during the shiplock excavation. The deformation measurements of four years are obtained. Analysis is made on the deformation stages and deformation properties of the middle rock wall. The deformation results obtained by actual measurements and numerical modeling are compared and analyzed. The rock stability of the middle rock wall after the shiplock excavation is discussed at last.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2001年第S1期1649-1653,共5页
Chinese Journal of Rock Mechanics and Engineering
关键词
三峡工程
永久船闸
岩体变形观测
岩体稳定性
the Three Gorges Project
permanent shiplock rock
rock deformation measurement
rock stability