摘要
深入分析了宝泉电站地下厂房及高压洞段的地质条件和地应力状况 ,并对围岩进行了分类 ,进而论证了地下厂房的围岩和高压洞山体的稳定性问题、渗漏问题及其衬砌条件 .最后得出结论 。
The geological condition,geostresses and surrounding rock classification of underground powerhouse and high pressure tunnel of Baoquan Pumped Storage Hydroplant are studied deeply.Surrounding rock stability of underground powerhouse,stability of high pressure tunnel,lining condition and seepage are demonstrated.The site of underground powerhouse is proposed.
出处
《华北水利水电学院学报》
2003年第1期43-46,共4页
North China Institute of Water Conservancy and Hydroelectric Power
