引文
[1]LI K F,JU Y W,HAN J G,et al.Early-age Stress Analysis of a Concrete Diaphragm Wall through Tensile Creep Modeling[J].Materials and Structures,2009,42(7):923-935.
[2]孙大伟,邓海峰,田斌,等.大河水电站深覆盖层上面板堆石坝变形和应力性状分析[J].岩土工程学报,2008,30(3):434-439.(SUN Da-wei,DENG Hai-feng,TIAN Bin,et al.Deformation and Stress Analysis of Dahe CFRD Built on Thick Alluvium Deposits[J].Chinese Journal of Geotechnical Engineering,2008,30(3):434-439.(in Chinese))
[3]温续余,徐泽平,邵宇,等.深覆盖层上面板堆石坝的防渗结构形式及其应力变形特性[J].水利学报,2007,38(2):211-216.(WEN Xu-yu,XU Ze-ping,SHAO Yu,et al.Study on Seepage Blocking Structure in CFRD Built on Deep Alluvium Foundation[J].Journal of Hydraulic Engineering,2007,38(2):211-216.(in Chinese))
[4]沈婷,李国英,李云,等.覆盖层上面板堆石坝趾板与基础的连接方式研究[J].岩石力学与工程学报,2005,24(14):2588-2592.(SHEN Ting,LI Guoying,LI Yun,et al.Numerical Analysis of Joint Types between Toe Slab and Foundation of CFRD in Alluvial Deposit Layer[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(14):2588-2592.(in Chinese))
[5]周小溪,何蕴龙,熊堃,等.深厚覆盖层坝基防渗墙地震反应规律研究[J].长江科学院院报,2013,30(4):91-97.(ZHOU Xiao-xi,HE Yun-long,XIONG Kun,et al.Features of Seismic Response of Cutoff Wall in Dam Foundation with Deep Overburden[J].Journal of Yangtze River Scientific Research Institute,2013,30(4):91-97.(in Chinese))
[6]丁艳辉,张其光,张丙印.高心墙堆石坝防渗墙应力变形特性有限元分析[J].水力发电学报,2013,32(3):162-167.(DING Yan-hui,ZHANG Qi-guang,ZHANG Bing-yin.FEM Analysis of Stress-deformation Characteristics of Cut-off Walls in High Core Rockfill Dam[J].Journal of Hydroelectric Engineering,2013,32(3):162-167.(in Chinese))
[7]郦能惠,米占宽,孙大伟.深覆盖层上面板堆石坝防渗墙应力变形性状影响因素的研究[J].岩土工程学报,2007,29(1):26-31.(LI Neng-hui,MI Zhankuan,SUN Da-wei.Study on Affecting Factors of StressDeformation of Diaphragm Walls for Concrete Face Rockfill Dams Built on Thick Alluvium Deposit[J].Chinese Journal of Geotechnical Engineering,2007,29(1):26-31.(in Chinese))
[8]郦能惠,孙大伟,米占宽.深覆盖层上面板堆石坝的圆弧型防渗墙[J].岩土力学,2006,27(10):1653-1657.(LI Neng-hui,SUN Da-wei,MI Zhan-kuan.Arc Type Diaphragm Wall for Concrete Face Rockfill Dam Built on Deep Alluvium Deposit[J].Rock and Soil Mechanics,2006,27(10):1653-1657.(in Chinese))
[9]熊欢,王清友,高希章,等.沙湾水电站一期围堰塑性混凝土防渗墙应力变形分析[J].水力发电学报,2010,29(2):197-203.(XIONG Huan,WANG Qing-you,GAO Xi-zhang,et al.Stress Deformation Analysis of Plastic Concrete Cutoff Wall for the First Stage Cofferdam of Shawan Hydropower Station[J].Journal of Hydroelectric Engineering,2010,29(2):197-203.(in Chinese))
[10]吴梦喜,余学明,叶发明.高心墙堆石坝坝基防渗墙与心墙连接方案研究[J].长江科学院院报,2010,27(9):59-64.(WU Meng-xi,YU Xue-ming,YE Faming.Research on Conjoining Scheme for Anti-seepage Wall of High Rockfill Dam with Earth Rock[J].Journal of Yangtze River Scientific Research Institute,2010,27(9):59-64.(in Chinese))
[11]RICE J D,DUNCAN J M.Finding of Case Histories on the Long-term Performance of Seepage Barriers in Dams[J].Journal of Geotechnical and Geoenvironmental Engineering,2010,136(1):2-15.
[12]RICE J D,DUNCAN J M.Deformation and Cracking of Seepage Barriers in Dam Due to Changes in the Pore Pressure Regime[J].Journal of Geotechnical and Geoenvironmental Engineering,2010,136(1):16-25.
[13]潘迎,何蕴龙,周小溪,等.河谷地形对深覆盖层中防渗墙应力变形影响分析[J].岩土力学,2013,34(7):2023-2030.(PAN Ying,HE Yun-long,ZHOU Xiao-xi,et al.Analysis of Effect of Canyon Terrain on Stress and Displacement of Cutoff Wall in Dam Foundation with Deep Overburden[J].Rock and Soil Mechanics,2013,34(7):2023-2030.(in Chinese))
[14]谢兴华,王国庆.深厚覆盖层坝基防渗墙深度研究[J].岩土力学,2009,30(9):2708-2712.(XIE Xing-hua,WANG Guo-qing.A Study of Anti-seepage Wall Depth in Thick Overburden Dam Base[J].Rock and Soil Mechanics,2009,30(9):2708-2712.(in Chinese))
[15]黄梅琼,柴军瑞,白勇,等.深覆盖层坝地基防渗措施对渗流场影响数值分析[J].长江科学院院报,2009,26(10):126-128.(HUANG Mei-qiong,CHAI Jun-rui,BAI Yong,et al.Numerical Analysis for Influence of Anti-seepage Measure of Deep Overburden Foundation Seepage Field[J].Journal of Yangtze River Scientific Research Institute,2009,26(10):126-128.(in Chinese))