摘要
介绍了根据港口湾水库灌区干渠1~#隧洞场区的工程地质条件,从断层、裂隙、岩体风化特征及渗透性等方面论述了隧道进出口边坡及围岩的稳定性,为隧洞的设计、施工可能出现的问题提供地质依据。
This paper discusses the engineering geological conditions of the 1 # tunnel in the irrigation area of the GangKouWan reservoir, from the aspects of the fault, fissure, weathering characteristics and seepage stability of the rock mass, Provides the geological basis for design and construction of the tunnel.
出处
《安徽水利水电职业技术学院学报》
2017年第3期17-19,共3页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power
关键词
隧洞
围岩
工程地质
地质依据
tunnel
the surrounding rock
engineering geological
geological basis
