引文
[1]Mononobe N,Matsuo H.On the determination of earth pres-sure during earthquakes[A]∥Proceedings of the 6th WorldEngineering Congress[C].Tokyo:[s.n.],Japan,1929,(9):177-185.
[2]Okabe S.General theory on earth pressure and seismic stabilityof retaining walls and dams[J].Journal of the Japanese Societyof Civil Engineering,1924,10(6):1277-1323.
[3]Morrison E E,Ebeling R M.Limit equilibrium computation ofdynamic passive earth pressure[J].Canadian GeotechnicalJournal,1995,32:481-487.
[4]Kumar J.Seismic passive earth pressure coefficients for sands[J].Canadian Geotechnical Journal,2001,38(4):876-881.
[5]Subba Rao K S,Choudhury D S.Seismic passive earth pres-sures in soils[J].Journal of Geotechnical and Geoenvironmen-tal Engineering,2005,131(1):131-135.
[6]Kumar J,Chitikela.Seismic passive earth pressure coefficientsusing the method of characteristics[J].Canadian GeotechnicalJournal,2002,39:463-471.
[7]Cheng Y M.Seismic lateral earth pressure coefficients for c-Φsoils by slip line method[J].Computers and Geotechnics,2003,30:661-670.
[8]Prakash S,Saran S.Static and dynamic earth pressures behindretaining walls[A]∥Proceedings of the 3rd Symposium onEarthquake Engineering[C].Roorkee,India:University of Ro-orkee,1966,277-288.
[9]Prakash S,Basavanna B M.Earth pressure distribution behindretaining walls during earthquake[A]∥Proceedings of the 4thWorld Conference on Earthquake Engineering[C].Santiago:[s.n.],Chile,1969,133-148.
[10]Das B M,Puri V K.Static and dynamic active earth pressure[J].Geotechnical and Geological Engineering,1996,14:353~366.
[11]Chen W F.Limit analysis and soil plasticity.Developments ingeotechnical engineering[M].Amsterdam,The Netherlands:Elsevier,1975.
[12]Chen W F,Liu X L.Limit analysis in soil mechanics[M].De-velopments in geotechnical engineering,52[G].Amsterdam,The Netherlands,Elsevier:1990:477.
[13]Soubra A H.Static and seismic passive earth pressure coeffi-cients on rigid retaining structures[J].Canadian GeotechnicalJournal,2000,37(2):463-478.
[14]Matsuo H.Experimental study on the distribution of earthpressure acting on a vertical wall during earthquakes[J].Journal of the Japan Society of Civil Engineers,1941,27(2):211-230.
[15]Matsuo H,Ohara S.Lateral earth pressure and stability ofquay walls during earthquakes[A]∥Proceedings of 2ndWorld Conference on Earthquake Engineering[C].Tokyo:[s.n.],Japan,1960,1:165-183.
[16]Ishii Y.,Arai H,Tsuchida H.Lateral earth pressure in anearthquake[A]∥Proceedings of the 2nd World Conference onEarthquake Engineering[C].Tokyo:[s.n.],Japan,1960,1:211-230.
[17]Ichihara M,Matsuzawa H.Earth pressure during earthquake[J].Soils and Foundations,1973,13(4):75-86.
[18]Sherif M,Ishibashi I,Lee C D.Earth pressures against rigidretaining walls[J].Journal of geotechnical engineering,ASCE,1982,108(GT5):679-695.
[19]Sherif M A,Fang Y S.Dynamic earth pressures on walls rota-ting about the top[J].Soils and foundations,1984,24(4):109-117.
[20]Ishibashi I,Fang Y S.Dynamic earth pressures with differentwall movement modes[J].Soils and Foundations,1987,27(4),11-22.
[21]Seed H B,Whitman R V.Design of earth retaining structuresfor dynamic loads[A]∥Proc.ASCE Specialty Conference onlateral stresses in the ground and design of earth retainingstructures[C].[S.l]:Cornell University,USA,1970,103-147.
[22]Shakya D A.Engineering solutions for the displacement ofrigid retaining walls subjected to earthquake loads[D].[S.l]:University of Missouri-Rolla,USA,1987:1-115.
[23]Prakash S,Wu Y,Rafnsson E A.On Seismic design displace-ments of rigid retaining walls[A]∥Proceedings of the 3rd In-ternational Conference on Recent Advances in GeotechnicalEngineering and Soil Dynamics[C].St.Louis,MO,III:[s.n.]:1183-1192
[24]Iai S.Rigid and flexible retaining walls during Kobe earth-quake[A]∥Proceedings of the 4th International Conferenceon Case Histories in Geotechnical Engineering,St.Louis,MO.,March 8-12,CD-ROM,SOA-4,108-127.
[25]Wu Y.Displacement-based analysis and design of rigid retai-ning walls during earthquakes[D].USA:University of Mis-souri-Rolla,1999:1-223.
[26]Psarropoulosa P N,Klonarisb G,Gazetasa G.Seismic earthpressures on rigid and flexible retaining walls[J].Soil Dynam-ics and Earthquake Engineering,2005,25,795-809.
[27]Maleki S,Mahjoubi S.A New Approach for estimating theseismic soil pressure on retaining walls[J].Transaction A:Civil Engineering,2010,17(4):273-284.
[28]Zhang J M,Shamoto Y,Tokimatsu K.Evaluation of earthpressure under any lateral deformation[J].Soils and Founda-tions,1998,38(1):15-33.
[29]Terzaghi K.Large retaining wall tests[J].Engineering NewsRecord,1934,112:136–140.
[30]Fang Y S,Chen T J,Wu B F.Passive earth pressures with va-rious wall movements[J].Journal of Geotechnical Engineer-ing,1994,120(8):1 307–1 323.
[31]Fnaf Y S,Ho Y C,Chen T J.Passive earth pressure with crit-ical state concept[J].Journal of Geotechnical and Geoenvir-onmental Engineering,2002,127(3):248-257.
[32]Zhang J M,Shamoto Y,Tokimatsu K.Seismic earth pressuretheory for retaining walls under any lateral displacement[J].Soils and Foundations,1998,38(2):143-163.
[33]Zhang J M.Cyclic Critical Stress State Theory of Sand withIts Application to Geotechnical Problems[R].Research Re-port of Tokyo Institute of Technology,Tokyo,1997:78-100.
[34]Gudehus G,Goldscheoder M,Winter H.Mechanical proper-ties of sand and clay and numerical integration methods:somesources of errors and bounds of accuracy[A]∥G udehus.Fi-nite elements in geomechanics[C].Balkema,Rotterdam,1977,121-150.
[35]Chu J,Lo S-C R.Asymptotic behavior of a granular soil instrain path testing[J].Geotechnique,1994,44(1):65–82.
[36]Asaka Y,Tokimatsu K,Iwasaki K,et al.A simple stress-strain relation based on stress-path behavior in strain-pathcontrolled triaxial tests[J].Soils and foundations,2003,43(2):55-68.
[37]宋飞.考虑侧向变形的各向异性填土土压力计算方法及试验研究[D].北京:清华大学,2009:152-165.Song Fei.Evaluation and experimental study of earth pressurefor anisotropic sand under any lateral deformation[D].Bei-jing:Tsinghua University,2009:152-165.
[38]张建民,宋飞.砂土的压剪效应与渐近状态准则[J].岩土工程学报,2008,30(2):166–171.Zhang Jian-Min,Song Fei.Compression-dilatancy couplingeffect and asymptotic state criterion of sand[J].ChineseJournal of Geotechnical Engineering,2008,30(2):166–171.
[39]Terzaghi K.Theoretical Soil Mechanics[M].Wiley,NewYork.1943.
[40]Sherif M A,Fang Y S,Sherif R I.Kaand K0behind rotatingand non-yielding walls[J].Journal of Geotechnical Engineer-ing,ASCE,1984,110(1):41-56.
[41]宋飞,张建民.平动模式下刚性挡墙被动侧土压力计算方法[A]∥中国土木工程学会第十届土力学及岩土工程学术会议论文集(下册)[C].重庆:[s.n.],2007:447-451.Song Fei,Zhang Jian-Min.Earth pressure at the passive sideagainst rigid retaining wall under translational mode[A]∥Proceedings of the 10th Chinese National Conference on SoilMechanics and Geotechnical Engineering[C].Chongqi:[s.n.],2007:447-451.
[42]Song F,Zhang J M.Evaluation of Seismic Earth Pressures atthe Passive Side[A]∥Proceedings of the 14th World Confer-ence on Earthquake Engineering[G].Beijing,:[s.n.],2008,CD:14-04-02-0122.
[43]Zhang J M,Shamoto Y,Tokimatsu K.Seismic earth pressureagainst basement wall[A]∥Proceedings of the 8th Interna-tional Conference on Soil Dynamics and Earthquake Engineer-ing[C].Istanbul,Turkey:1997.
[44]Zhang J M,Shamoto Y,Tokimatsu K.Earth pressures on rig-id walls during earthquakes[J].ASCE Geotechnical SpecialPublication,1998,75(2):1053-1070.
[45]Zhang G,Zhang J M.Simplified Methods for dynamic soil andsemi-berried structure interaction[A]∥Proceedings of 4th In-ternational Conference on Advances in Geotechnical Earth-quake Engineering and Soil Dynamics[C].[S.l.]:San Diego,CA,USA,2001:345-350.
[46]Zhang J M,Song F,Li D.Effect of strain localization on seis-mic active earth pressures[J].Journal of Geotechnical andGeoenvironmental Engineering,ASCE,2010,136(7):999-1003.
[47]宋飞,张建民.考虑挡墙位移效应的被动侧土压力计算方法[J].岩土力学,2011.32(1):151-157.Song Fei,Zhang Jian-min.Evaluation of earth pressure at thepassive side considering wall displacement effect[J].Rock andSoil Mechanics 2011.32(1):151-157.
[48]宋飞,张建民.考虑侧向变形的各向异性砂土土压力试验研究[J].岩石力学与工程学报,2009,28(9):1884-1895.Song Fei,Zhang Jian-Min.Investigation of earth pressure foranisotropic sand considering wall movement[J].Chinese Jour-nal of Rock Mechanics and Engineering,2009,28(9):1884-1895.
[49]宋飞,张建民.各向异性砂土渐近状态试验研究[J].岩土工程学报,2010,32(4):551-561.Song Fei,Zhang Jian-min.Experimental study of asymptoticbehavior of anisotropic sand[J].Chinese Journal of Geotech-nical Engineering,2010,32(4):551-561.
[50]宋飞,张建民,刘超.各向异性砂土K0试验研究[J].岩土力学,2010,31(12):3727-3732.Song Fei,Zhang Jian-Min,LIU Chao.Experimental study ofK0for anisotropic sand[J].Rock and Soil Mechanics,2010,31(12):3727-3732.
[51]宋飞,张建民.各向异性砂土主动侧土压力计算方法[J].岩土力学,2011,32(4):1029-1034.Song Fei,Zhang Jian-Min.Evaluation of earth pressure at theactive side for anisotropic sand[J].Rock and Soil Mechanics,2011,32(4):1029-1034.
[52]Song F,Zhang J M.Zhang L Y.Evaluation of earth pressuresagainst rigid retaining structures with RTT mode[J].Ad-vanced Materials Research,2011,168:200-205.
[53]Song F,Zhang J M.Estimation of seismic earth pressures a-gainst rigid retaining structures with rotation mode[J].TheOpen Civil Engineering Journal,2011,5:52-58.
[54]Zhang J M,Shamoto Y.Total stress change during cyclicloading under K0conditions[A]∥Proceedings of the 3rd In-ternational Conference on Recent Advances in GeotechnicalEarthquake Engineering and Soil Dynamics[C].Missouri:[s.n.],USA,1995:1,18.
[55]Zhang J M,Shamoto Y,Tokimatsu K.Total lateral stresschange in saturated sand after liquefaction under differentstrain constraints[A]∥Proceedings of the 11th World Con-ference on Earthquake Engineering[C].Mexico,1996:1053.
[56]Zhang J M,Shamoto Y,Sato M.Dynamic soil and water pres-sures against quay walls[A]∥Proceedings,98’IS Centrifuge[C].Tokyo:[s.n.],1998,154-159.
[57]Fang Y S,Ishibashi I.Static earth pressures with various wallmovements[J].Journal of Geotechnical Engineering,1986,112(3):317–333.
[58]Matsuo M,Kenmochi S,Yagi H.Experimental study on earthpressure of retaining wall by field tests[J].Soils and Founda-tions,1978,18(3):27-41.