摘要
通过对黑河水库左坝肩特殊的岩体组成及结构进行分析研究,以断层破碎带为主要研究对象,结合实验研究并运用有限元等计算方法,对单薄山梁的渗透变形及稳定性进行分析与计算,为实际工程的决策与治理提供理论依据。
The special rock mass compositions and structures especially the fault fracture zones of the Left Dam Shoulder of Heihe Reservoir are studied. After applying the simulated tests and the finite elements method, the stability and infiltrational deformation of filmsy the mountain have been analyzed and calculated. All the results are of important referential value for the decision-making and design of practical engineering projects.
关键词
左坝肩
单薄山粱
渗透变形
稳定性
岩体
黑河水库
西安市
left dam shoulder
filmsy mountain
infiltrational deformation
stability
Heihe reservoir
Xi'an city
