刘晓青,李同春,闫园园,等.地震作用下混凝土坝孔口应力分析的动力子模型法[J].水力发电学报,2009,(5):88-91.Liu Xiaoqing,Li Tongchun,Yan Yuanyuan,et al.Dynamic sub-model method for stress analysis of orifice in concrete dam under action of earthquake[J].Journal of Hydroelectric Engineering,2009,(5):88-91.
[2]
朱伯芳.有限单元法原理与应用[M].第2版.北京:中国水利水电出版社,1998.Zhu Bofang.Theory and Application of the Finite Element Method[M].The Second Edition.Beijing:China WaterPower Press,1998.
[3]
赵吉坤,朱小春,石端学,等.子模型法在小湾拱坝结构诱导缝及检查廊道中的应用[J].河海大学学报(自然科学版),2007,35(3):298-301.Zhao Jikun,Zhu Xiaochun,Dan Duanxue,et al.Application of sub-model method to inducement slot and check-up porch of Xiaowan arch dam[J].Journal of Hohai University(Natural Sciences),2007,35(3):298-301.
[4]
Kullhaway F H.Geomechanical model for rock foundation settlement[J].J.Geotech.Div,Proc.Am.Soc.Civ.Engrs,1978:211-227.
[5]
万彪,何蕴龙,熊堃.有厚度节理单元的开发与应用[J].水电能源科学,2008,26(4):63-66.Wan Biao,He Yunlong,Xiong Kun.Development of joint element with thickness and its application[J].Water Resources and Power,2008,26(4):63-66.
[6]
Clough G W,Duncan J M.Finite element analysis of retaining wall behavior[J].Journal of Soil Mechanics and Foundation Engineering Division,ASCE,1971,97(12):1657-1673.
[7]
吕洪旭,陈科文,邓建辉,等.瀑布沟大坝防渗墙应力分布特性及机理探讨[J].人民长江,2011,42(10):39-43,64.LüHongxu,Chen Kewen,Deng Jianhui,et al.Discussion on mechanism and stress distribution features of diaphragm walls of Pubugou hydropower station during construction period[J].Yangtze River,2011,42(10):39-43,64.
[8]
万宇豪,何蕴龙,潘迎.黄金坪坝基廊道的抗震安全性[J].武汉大学学报(工学版),2015,48(6):751-757,763.Wan Yuhao,He Yunlong,Pan Ying.Seismic safety of foundation gallery of Huangjinping rockfill dam[J].Engineering Journal of Wuhan University,2015,48(6):751-757,763.
[9]
吴秋军,傅少君.子模型方法研究瀑布沟土石坝防渗结构[J].武汉大学学报(工学版),2006,39(3):55-59.Wu Qiujun,Fu Shaojun.Study on seepage prevention structure for Pubugou earth-rock dam by sub-model method[J].Engineering Journal of Wuhan University,2006,39(3):55-59.
[10]
Bandis S C,Lumsden A C,Barton N R.Fundamentals of rock joint deformation[J].International Journal of Rock Mechanics and Mining Sciences,1983,20(6):249-268.
[11]
Duncan J M,Byrne P,Wong K S,et al.Strength,stress strain and bulk modulus parameters for finite element analysis of stresses and movements in soil masses[R].Univ.of California,Barkeley,1978.
[12]
Duncan M J,Chang Y C.Nonlinear analysis of stress and strain in soils[J].Journal of the Soil Mechanics and Foundations Divi,1970,96(5):1629-1653.
[13]
Iwan W D.On a class of models for the yielding behavior of continuous and composite systems[J].Journal of Applied Mechanics,1967,34(3):612.
[14]
Martin G R,Seed H B,Finn W D.Effects of system compliance on liquefaction tests[J].Journal of the Geotechnical Engineering Division,1978,104(4):463-479.
[15]
熊堃,何蕴龙,曹学兴.观音岩水电站混合坝插入式接头的抗震性能[J].天津大学学报,2010,(7):583-592.Xiong Kun,He Yunlong,Cao Xuexing.Earthquakeresistant characteristics of inserted junction in composite dam of Guanyinyan Hydropower Station[J].Journal of Tianjin University,2010,(7):583-592.
[16]
顾淦臣.土石坝地震工程学[M].北京:中国水利水电出版社,2009.Gu Ganchen.Earthquake Engineering of Earth and Rockfill Dams[M].Beijing:China WaterPower Press,2009.
