[1] 孙玉涛. 天荒坪电站高压隧洞的灌浆施工[J]. 水力发电, 1998, (8): 58- 60.(SUN Yu-tao. Grouting Construction for the High-Pressure Tunnels of Tianhuangping Hydropower Station[J]. Water Power, 1998, (8): 58-60.(in Chinese))
[2] 张有天. 中国水工地下结构建设50年(中) [J]. 西北水电, 2001,(1):18-26.(ZHANG You-tian. Five Decades of Underground Hydraulic Construction in China (Part Ⅱ). Northwest Water Power, 2001, (1): 18-26.(in Chinese))
[3] 肖 明, 傅志浩, 叶 超. 管道衬砌内水外渗对边坡稳定影响的数值模拟[J]. 岩土力学, 2007, 28(2): 302-306.(XIAO Ming, FU Zhi-hao, YE Chao. Numerical Analysis of Influncence of Seepage from Underground Conduit Lining under High Internal Water Pressure on Slope Stability[J]. Rock and Soil Mechanics, 2007, 28(2): 302-306.(in Chinese))
[4] 盛金昌, 速宝玉, 赵 坚. 高水头作用下水工压力隧洞的水劈裂分析[J]. 岩石力学与工程学报, 2005, (7): 1226-1230.(SHENG Jin-chang, SU Bao-yu, ZHAO Jian. Analysis of Hydraulic Fracturing in Hydraulic Tunnels under High Water Pressure[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, (7):1226-1230.(in Chinese))
[5] 张有天. 水工隧洞建设的经验和教训(上) [J]. 贵州水力发电, 2001, 15(4): 75-84.(ZHANG You-tian. The Experience and Lessons of Hydraulic Tunnel Construction (Part I) [J]. Guizhou Water Power, 2001, 15(4): 75-84.(in Chinese))
[6] 杨林德, 丁文其. 渗水高压引水隧洞衬砌的设计研究[J]. 岩石力学与工程学报, 1997, 16(2): 112-117.(YANG Lin-de, DING Wen-qi. A Study on the Design of Permeable RC Lining in High Pressure Water Carriage Tunnel [J]. Chinese Journal of Rock Mechanics and Engineering, 1997, 16(2): 112-117.(in Chinese))
[7] 崔皓东, 朱岳明,张家发,等. 深埋洞室群围岩渗流场分析及渗控效果初步评价[J]. 长江科学院院报,2009,26(10):71-75.(CUI Hao-dong,ZHU Yue-ming, ZHANG Jia-fa, et al. Analysis on Seepage Field and Preliminary Evaluation on Seepage Control Effect of Rockmass around Deep Caverns [J].Journal of Yangtze River Scientific Research Institute, 2009,26(10):71-75.(in Chinese))
[8] 王 镭,刘 中,张有天.有排水孔幕的渗流场分析[J].水利学报,1992,(4):15-20.(WANG Lei, LIU Zhong, ZHANG You-tian. Analysis of Seepage Field Near a Drainage-Holes Curtain[J]. Journal of Hydraulic Engineering, 1992, (4): 15-20.(in Chinese))
[9] 朱岳明,陈振雷. 改进的排水子结构法求解地下厂房洞室群区的复杂渗流场[J].水利学报, 1992, (9),79-85.(ZHU Yue-ming, CHEN Zhen-lei. On the Solution of Complicated Seepage Field in Surrounding Rock Mass of Underground Power Station[J]. Journal of Hydraulic Engineering, 1992, (9): 79-85.(in Chinese))
[10]陈建余,有密集排水孔幕的饱和-非饱和渗流场全精细数值模拟分析[J].中国农村水利水电,2004, (11):53-60.(CHEN Jian-yu. All-refined Saturated-and-Unsaturated Simulation Analysis of Densely-Distributed Drainage Holes[J]. China Rural Water and Hydropower, 2004, (11): 53-60.(in Chinese))
[11]崔皓东,朱岳明,吴世勇.有自由面渗流分析中密集排水孔幕的数值模拟[J].岩土工程学报,2008,(3):440-445.(CUI Hao-dong, ZHU Yue-ming, WU Shi-yong. Numerical Simulation for Densely-Distributed Drainage Holes in Seepage Field with Free Surface[J]. Chinese Journal of Geotechnical Engineering, 2008, (3):440-445.(in Chinese))
[12]赵 坚,沈振中.尾矿坝复杂排水系统渗流计算方法的改进[J].河海大学学报,1997, (3):110-113.(ZHAO Jian, SHEN Zhen-zhong. Improvement of Seepage Computation Method for Complicated Drainage System in Tailings Dams[J]. Journal of Hohai University, 1997, (3):110-113.(in Chinese))
[13]张乾飞,吴中如.有自由面非稳定渗流分析的改进截止负压法[J].岩土工程学报,2005, 27(1):48-54.(ZHANG Qian-fei, WU Zhong-ru. The Improved Cut-off Negative Pressure Method for Unsteady Seepage Flow with Free Surface[J]. Chinese Jounal of Geotechnical Engineering, 2005, 27(1): 48-54.(in Chinese))
[14]刘昌军,丁留谦,孙东亚,等.溪古水电站左岸三维渗流场有限元分析[J].长江科学院院报.2009, (增):54-57.(LIU Chang-jun, DING Liu-qian, SUN Dong-ya, et al. 3-D Finite Element Analysis on Seepage Field of Left Abutment of Xigu Hydropower Station[J]. Journal of Yangtze River Scientific Research Institute, 2009, (Sup.):54-57.(in Chinese))
[15]刘昌军,丁留谦,张启义,等.三维渗流有限元分析软件GWSS开发与应用[J].计算机辅助工程,2012,(4):6-9.(LIU Chang-jun, DING Liu-qian, ZHANG Qi-yi, et al. Development and Application of 3D Seepage Finite Element Analysis Software GWSS[J]. Computer Aided Engineering, 2012,(4):6-9.(in Chinese))