Journal of Jilin University(Earth Science Edition) ›› 2018, Vol. 48 ›› Issue (5): 1581-1588.doi: 10.13278/j.cnki.jjuese.20180174
Xiang Jiabo1, Wang Tuanle1, Ni Kaijun1, Wan Liangpeng2, Shi Yan1, Hu Wei1
CLC Number:
[1] 史顺华,王世华,蒋俊杰. 德泽水库大坝趾板帷幕灌浆异常情况处理[J]. 人民长江,2012,43(4):53-55. Shi Shunhua, Wang Shihua, Jiang Junjie. Treatment of Abnormal Conditions of Curtain Grouting at Dam Toe-Slab of Deze Reservoir[J]. Yangtze River, 2012,43(4):53-55. [2] Yong H, Tai B,Hong W. Study on the Geological Forecast and Treatment for Water-Bearing Fault of the Qingdao Kiaochow Bay Subsea Tunnel[J]. Advanced Materials Research, 2013, 671/672/673/674(5):1114-1121. [3] 李会中,黄孝泉,向家菠,等. 金沙江乌东德水电站可行性研究报告第四篇:工程地质[R]. 武汉:长江勘测规划设计研究有限责任公司,2015. Li Huizhong, Huang Xiaoquan, Xiang Jiabao, et al. Fourth Part of Feasibility Study Report of Wudongde Hydropower Station in Jinsha River:Engineering Geology[R]. Wuhan:Changjiang Institute of Survey, Planning, Design and Rsearch Co, Ltd, 2015. [4] 满作武,薛果夫,黄孝泉,等. 金沙江乌东德水电站大坝左岸防渗帷幕线路选择专题研究报告[R]. 武汉:长江勘测规划设计研究有限责任公司,2015. Man Zuowu, Xue Guofu, Huang Xiaoquan, et al. Special Study Report of Selection of Anti-Seepage Curtain Line on Left Bank of the Dam at Wudongde Hydropower Station in Jinsha River[R]. Wuhan:Changjiang Institute of Survey, Planning, Design and Rsearch Co, Ltd, 2015. [5] 王团乐,向家菠,翁金望,等. 金沙江乌东德水电站坝址区岩溶与水文地质专题研究报告[R].武汉:长江勘测规划设计研究有限责任公司,2011. Wang Tuanle, Xiang Jiabo, Weng Jinwang, et al. A Special Report on Karst and Hydrogeology at the Dam Site of the Wudongde Hydropower Station in Jinsha River[R]. Wuhan:Changjiang Institute of Survey, Planning, Design and Rsearch Co, Ltd, 2011. [6] 丁刚,黄小艳,肖碧,等. 金沙江乌东德水电站永久工程基岩帷幕灌浆及排水孔施工技术要求(试行)[R]. 武汉:长江勘测规划设计研究有限责任公司,2014. Ding Gang, Huang Xiaoyan, Xiao Bi, et al. Technical Requirements for the Construction of the Foundation Rock Curtain Grouting and Drainage Hole of the Permanent Project at Wudongde Hydropower Station in Jinsha River (Trial Version)[R]. Wuhan:Changjiang Institute of Survey, Planning, Design and Rsearch Co, Ltd, 2014. [7] 刘加龙,徐年丰,向能武,等. 构皮滩电站防渗帷幕线上典型岩溶及处理技术[J].人民长江,2010,41(22):44-46. Liu Jialong, Xu Nianfeng, Xiang Nengwu, et al. Typical Karst on Anti-Seepage Curtain Line of Gou Pitan Hydropower Station and Its Treatment Technology[J]. Yangtze River, 2010,41(22):44-46. [8] 孙钊. 大坝基岩灌浆[M]. 北京:中国水利水电出版社,2004. Sun Zhao.Bedrock Grouting[M]. Beijing:China Water & Power Press, 2004. [9] 刘嘉材. 裂缝灌浆扩散半径研究[C]//中国水利水电科学院科学研究论文集.北京:水利出版社,1982:186-195. Liu Jiacai. Study on the Diffusion Radius of Crack Grouting[C]//Proceedings of the Chinese Academy of Hydraulic and Hydropower. Beijing:Hydraulic Press, 1982:186-195. [10] 高学通,刘殿风,蒋鹏飞. 岩溶裂隙产状对帷幕注浆施工及堵水的影响[J]. 金属矿山,2013,43(3):25-282013,43(3):25-28. Gao Xuetong, Liu Dianfeng, Jiang Pengfei. Influence of the Karast Fissure Occurrence on Construction and Water Plugging of Curtain Grouting[J]. Metal Mine, 2013, 43(3):25-28. |
[1] | Wang Jiliang, Hao Wenzhong, Huang Xiaoquan, Xu Qi, Wei Yujun, Zhou Bingqiang, Xu Lei. Geological Study of Rock Mass Quality of Wudongde High Arc Dam Foundation Under Construction Period [J]. Journal of Jilin University(Earth Science Edition), 2018, 48(5): 1566-1573. |
|