参考文献/References:
[1] 贺会团,赵维炳.土压力问题研究综述[J].水利与建筑工程学报,2005,3(4):10-14,32.
[2] 肖玉强,李 伟,耿莹莹,等.砂袋挡土墙土压力和变形特性的试验研究[J].水利与建筑工程学报,2019,17(4):176-181.
[3] 程 康,夏唐代,单华峰,等.考虑土拱效应的非饱和土被动土压力计算[J].水利与建筑工程学报,2017,15(5):63-68.
[4] CoulombCA.Essaisuruneapplicationdesreglesdemaximisetminimisaquelquesproblemesdestatiquere-latifsal'architecture[J].MéMoiresMathPhysAcadRoySci,1973,7(7):343-382.
[5] RankineW JM.Onthestabilityoflooseearth[J].Phil-osophicalFransactionsoftheRoyalSocietyofLondon,1857,147:9-28.
[6] TakeW A,ValsangkarAJ.Earthpressuresonunyield-ingretainingwallsofnarrowbackfillwidth[J].CanadianGeotechnicalJournal,2001,38(6):1220-1230.
[7] FrydmanS,KeissarI.Earthpressureonretainingwallsnearrockfaces[J].JournalofGeotechnicalEngineering,1987,113(6):586-599.
[8] KhosraviM H,PipatpongsaT,TakemuraJ.Theoreticalanalysisofearthpressureagainstrigidretainingwallsun-dertranslationmode[J].SoilsandFoundations,2016,56(4):664-675.
[9] YangMH,TangXC.Rigidretainingwallswithnarrowcohesionlessbackfillsundervariouswallmovementmodes[J].InternationalJournalofGeomechanics,2017,17(11):04017098.
[10] FanCC,FangYS.Numericalsolutionofactiveearthpressuresonrigidretainingwallsbuiltnearrockfaces[J].ComputersandGeotechnics,2010,37(7/8):1023-1029.
[11] LiMG,ChenJJ,WangJH.Archingeffectonlateralpressureofconfinedgranularmaterial:numericalandtheoreticalanalysis[J].GranularMatter,2017,19(2):20.
[12] YangKH,ChingJY,ZornbergJG.Reliability-Baseddesignforexternalstabilityofnarrowmechanicallystabilizedearthwalls:calibrationfrom centrifugetests[J].JournalofGeotechnicalandGeoenvironmentalEn-第6期 林宇健,等:平动位移模式下挡土墙后有限宽度无黏性填土主动土压力极限分析21gineering,2011,137(3):239-253.
[13] 应宏伟,黄 东,谢新宇.考虑邻近地下室外墙侧压力影响的平动模式挡土墙主动土压力研究[J].岩石力学与工程学报,2011,30(S1):2970-2978.
[14] LiL,AubertinM,BelemT.Formulationofathreedi-mensionalanalyticalsolution toevaluate stressesinbackfilled verticalnarrow openings[J].CanadianGeotechnicalJournal,2005,42(3):1705-1717.
[15] 杨贞贞,邓文强,陈福全,等.多级加筋土挡墙极限稳定分析[J].有色金属(矿山部分),2017,69(6):57-66.
[16] SmithC,GilbertM.Applicationofdiscontinuitylayoutoptimizationtoplaneplasticityproblems[J].Proceed-ingsoftheRoyalSocietya-MathematicalPhysicalandEngineeringSciences,2007,463(2086):2461-2484.
[17] SmithCC,CubrinovskiM.Pseudo-staticlimitanaly-sisbydiscontinuitylayoutoptimization:Applicationtoseismicanalysisofretainingwalls[J].SoilDynamicsandEarthquakeEngineering,2011,31(10):1311-1323.
[18] ChenFQ,LinYJ,LiDY.Solutiontoactiveearthpressureofnarrowcohesionlessbackfillagainstrigidre-tainingwallsundertranslationmode[J].SoilsandFoun-dations,2019,59(1):151-161.
[19] O’NealTS,HagertyDJ.Earthpressuresinconfinedcohesionlessbackfillagainsttallrigidwalls-acasehis-tory[J].CanadianGeotechnicalJournal,2011,48(8):1188-1197.
[20] ZhangZJ,LiM G,ChenJJ,etal.Innovativecon-structionmethodforoversizedexcavationswithbiparti-tionwalls[J].J.Constr.Eng.Manag.,2017,143(8):04017056.
[21] LeshchinskyD,HuYH,HanJ.Limitedreinforcedspaceinsegmentalretainingwalls[J].GeotextilesandGeomembranes,2004,22(6):543-553.
[22] LawsonCR,YeeTW.Reinforcedsoilretainingwallswithconstrainedreinforcedfillzones[C]//Geo-Fron-tiers2005,Austin,Texas,UnitedStates;,ASCEGeo-InstituteConference,2005:2721-2734.
[23] GrecoVR.Activethrustonretainingwallsofnarrowbackfillwidth[J].ComputersandGeotechnics,2013,50(3):66-78.
[24] GrecoVR.Analyticalsolutionofseismicpseudo-stat-icactivethrustactingonfasciaretainingwalls[J].SoilDynamicsandEarthquakeEngineering,2014,57(2):25-36.
[25] ChenJJ,LiMG,WangJH.Activeearthpressurea-gainstrigidretainingwallssubjectedtoconfinedcohe-sionlesssoil[J].InternationalJournalofGeomechanics,2017,17(6):06016041
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