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宝泉抽水蓄能电站地下厂房及高压洞段工程地质条件评价
引用本文:肖扬,吴伟功,张一.宝泉抽水蓄能电站地下厂房及高压洞段工程地质条件评价[J].华北水利水电学院学报,2003,24(1):43-46.
作者姓名:肖扬  吴伟功  张一
作者单位:黄河水利委员会,勘测规划设计研究院,河南,郑州,450003
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 ,宝泉抽水蓄能电站地下厂房及高压洞段的地质条件非常优越

关 键 词:地应力  地下厂房  高压洞  围岩稳定  高压渗透
文章编号:1002-5634(2003)01-0043-04
修稿时间:2002年10月27

Study of Engineering Geology of Underground Powerhouse and High Pressure Tunnels of Baoquan Pumped Storage Hydroplant
XIAO Yang,WU Wei gong,ZHANG Yi.Study of Engineering Geology of Underground Powerhouse and High Pressure Tunnels of Baoquan Pumped Storage Hydroplant[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,2003,24(1):43-46.
Authors:XIAO Yang  WU Wei gong  ZHANG Yi
Abstract: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.
Keywords:geostress  underground powerhouse  high pressure tunnel  surrounding rock stability  high pressure seepage  
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