引文
1NewmarkNM.Efectsofearthquakeondamsandembankments.Geotechique,1965,15(20)2SerfN,SeedHB,MarkdisiFI,etal.Earth-quakeinduceddeformationofearthdams.Re-portNo.EERC76-4,UniversityofCalifornia,Berkeley,19763FranklinAG,ChangFK.Earthquakeresis-tanceofearthandrockfildams:permanentdisplacementofearthembankmentsbyNew-markslidingblockanalysis.Misc.PaperS-71-117,Report5,U.S.ArmyEngineer,WES,19774MakdisisFI,SeedHB.Simplifiedprocedureforestimatingdamandembankmentsearth-quakeinduceddeformation.Proc.ASCE,JGED,1978,104(GTT):849~8675渡边启行.ワイルグムの动的解析-Ⅰ,动的解折の方法.大グム,1979(87):46~646Wiliam,Y,etal.Permanentdeformationofearthdamduetoearthquake.In:Proc.Int.Conf.onRecentAdvancesinGeotechnicalEarthquakeEngineeringandSoilDynamics.St.Louis,19917陈生水,沈珠江.强震区域堆石坝的地震永久变形分析方法.河海大学学报,1990,20(2):117~1208TaniguchiE,WhitmanRV,MarrWA.Pre-dictionofearthquakeinduceddeformationofearthdams.SoilsandFoundation,1983,23(4)9张克绪等.地震引起的土坝永久变形分析.地震工程与工程振动,1989,9(1)10钱家欢等.小浪底土坝地震后永久变形预估.河海科技进展,1993,13(4):70~7211LiuHL.Earthquakeinducedpermanentdis-placementonsoftsoilfoundation.In:Proc.Int.Conf.onSoftSoilEngrg.Guangzhou.Beijing:SciencePress,199312沈珠江.饱和砂土的动力渗流变形计算.水利学报,1980(2)13沈珠江等.陡河水库坝的地震液化及变形分析.水利水运科学研究,1984(1)14LinJS.Riskassessmentsoftheearthquakein-ducedpermanentdisplacementsinearthdams.In:Proc.8thInt.WCEE,198415LinJS,WhitmanRV.Earthquakeinduceddisplacementsofslidingblocks.ASCE,1986,112(1):44~5916吴再光,韩国城,林泉.土石坝地震永久变形的危险性分析.岩土工程学报,1991,13(2)17吴再光,韩国城.面板堆石坝地震塑性滑移的概率分析.见:第六届全国土力学及基础工程学术讨论会论文集.上海:同济大学出版社,199118YegianMK,MarcianoEA,GhahramanVG.Seismicriskanalysisforearthdams.J.Geotech.Engrg.,ASCE,1991,117(1):18~3419吴再光,韩国城.随机地震作用下高桩码头岸坡永久变形分析.岩土工程师,1991(3)20吴再光,韩国城.粉土海堤随机地震反应及振陷变形分析.见:首届全国岩土力学与工程青年工作者学术讨论会论文集.杭州:浙江大学出版社,1992