引文
[1]王昆耀,常亚屏,陈宁.往返荷载下粗粒土的残余变形特性[J].土木工程学报,2000,33(3):48-53.(WANG Kun-yao,CHANGYa-ping,CHEN Ning.Residual deformation characteristics of coarse-grained soils under cyclic loading[J].China Civil EngineeringJournal,2000,33(3):48-53.(in Chinese))
[2]陈存礼,何军芳,胡再强,等.动荷作用下饱和尾矿砂的孔压和残余应变演化特性[J].岩石力学与工程学报,2006,25(增刊2):4034-4039.(CHEN Cun-li,HEN Jun-fang,HU Zai-qiang,et al.Developing characteristics of pore water pressure and residualdeformation of tailing sands under cyclic load[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(Sup2):4034-4039.(inChinese))
[3]阮元成,郭新.饱和尾矿料动力变形特性的试验研究[J].水利学报,2003(4):24-29.(RUAN Yuan-cheng,GUO Xin.Experimental study on dynamic deformation properties of saturated tailings material[J].Journal of Hydraulic Engineering,2003(4):24-29.(in Chinese))
[4]孔宪京,韩国成.粗粒料动应力-应变关系试验研究[R].大连:大连理工大学,1994.
[5]贾革续,孔宪京.粗粒土动残余变形特性的试验研究[J].岩土工程学报,2004,26(1):26-30.(JIA Ge-xu,KONG Xian-jing.Study on residual deformation characteristics of coarse-grained soils[J].Chinese Journal of Geotechnical Engineering,2004,26(1):26-30.(in Chinese))
[6]沈珠江,徐刚.堆石料的动力变形特性[J].水利水运科学研究,1996,6(2):143-150.(SHEN Zhu-jiang,XU Gang.Deformationbehavior of rock material under cyclic loading[J].Hydro-Science and Engineering,1996,6(2):143-150.(in Chinese))
[7]迟世春,林皋,孔宪京.堆石料残余体应变对计算面板堆石坝永久变形的影响[J].水力发电学报,1998,60(1):59-67.(CHIShi-chun,LIN Gao,KONG Xian-jing.Influence of residual volumetric strain of rockfill material on calculated permanent deformation ofconcrete faced rockfill dams[J].Journal of Hydroelectric Engineering,1998,60(1):59-67.(in Chinese))
[8]阮元成,陈宁,常亚屏.察汗乌苏水电站坝体料残余变形特性试验研究[J].水利水电技术,2004,35(10):75-77.(RUANYuan-cheng,CHEN Ning,CHANG Ya-ping.Experimental study on the residual deformation properties of fill materials for the concrete-faced dam of Chahanwusu Hydropower Station[J].Water Resources and Hydropower Engineering,2004,35(10):75-77.(in Chinese))
[9]郭兴文,王德信,燕立群,等.水布垭混凝土面板堆石坝地震永久变形分析[J].河海大学学报:自然科学版,2001,29(6):56-60.(GUO Xing-wen,WANG De-xin,YAN Li-qun,et al.Analysis of earthquake induced permanent deformation for high concrete facerockfill dams[J].Journal of Hohai University:Nature Science,2001,29(6):56-60.(in Chinese))
[10]邹德高,孟凡伟,孔宪京,等.堆石料残余变形特性研究[J].岩土工程学报,2008,30(6):808-812.(ZOU De-gao,MENG Fan-wei,KONG Xian-jing,et al.Residual deformation behavior of rock-fill[J].Chinese Journal of Geotechnical Engineering 2008,30(6):808-812.(in Chinese))
[11]郦能惠,朱铁,米占宽.小浪底坝过渡料的强度与变形特性及缩尺效应[J].水电能源科学,2001,19(2):39-42.(LI Neng-hui,ZHUTie,MI Zhan-kuan.Strength and deformation properties of transition zone material of Xiaolangdi Dam and scale effect[J].International Journal Hydroelectric Energy,2001,19(2):39-42.(in Chinese))
[12]饶锡保,何晓民,刘鸣.粗粒含量对砾质土工程性质影响的研究[J].长江科学院院报,1999,16(1):21-25(RAO Xi-bao,HEXiao-min,LIU Ming.Influence of coarse-grained content on engineering properties of gravelly soil[J].Journal of Yangtze River ScientificResearch Institute,1999,16(1):21-25.(in Chinese))