摘要
为查明某水工隧洞隐伏泥岩富水软化缺陷发育规模,通过研究电磁波、地震波在富水软化泥岩、原状泥岩及衬砌混凝土结构传播过程中的相位、振幅等波动学差异,确定了隐伏富水软化泥岩缺陷发育深度和范围,探测成果得到验证,为缺陷处理方案设计提供了科学依据.
In order to find out the development scale of water-rich softening defects in hidden mudstone of a hydraulic tunnel,the development depth and range of hidden water-rich softening mudstone defects were determined by studying the wave differences of electromagnetic wave and seismic wave in the propagation process of water-rich softening mudstone,undisturbed mudstone and lining concrete structure.The detection results have been verified,providing a scientific basis for the design of defect treatment schemes.
作者
周振广
祖梦琦
ZHOU Zhenguang;ZU Mengqi(Bei Fang Investigation,Design&Research CO.,LTD.,Tianjin 300222,China)
出处
《云南水力发电》
2023年第11期202-205,共4页
Yunnan Water Power
关键词
水工隧洞
隐伏缺陷
泥岩富水软化
探地雷达法
地震映像法
hydraulic tunnel
hidden defect
mudstone water rich softening
ground penetrating radar method
seismic imaging method