引文
[1] 吴世明,徐攸在.土动力学现状与发展[J].岩土工程学报,1998,20(3):125131
[2] 汪闻韶.土的动力强度和液化特性[M].北京:中国电力出版社,1997.8890
[3] 刘惠珊,徐凤萍,李鹏程.液化引起的地面大位移对工程的影响及研究现状[J].工程抗震,1997,34(2):2126
[4] 刘雪珠,陈国兴.粘粒含量对南京粉细砂液化影响的试验研究[J].地震工程与工程振动,2003,23(3):150155
[5] 石兆吉,郁寿松,王余庆,等.饱和轻亚粘土地基液化可能性判别[J].地震工程与工程振动,1984,4(3):7181
[6] 黄 博.粉土和粉砂的动力特性及地震液化研究[D].杭州:浙江大学,2000.2737
[7] 阮永芬,巫志辉.饱和粉土的若干动力特性研究[J].岩土工程学报,1995,17(4):100106
[8] DobryR,PowellDJ.Liquefaction potential of saturatedsand the stiffness method[J].Proceedings of seventhworld conference on earthquake engineering,1980,(3):2532
[9] StokoeⅡ,K.H.,Roesset,J.M.,Bierschwale,J.G.,etal.Liquefaction potential of sands from shear wave ve locity[J].Proceedings of ninth world conference onearthquake engineering,Tokyo,1988,(3):213218
[10]Sasitharan,S.,Robertson,P.K.,Sego,D.C.Relimi nary evaluation of flow liquefaction of silty sands usingshear wave velocity[M].Proceedings of46thAnnualCanadianGeotechnicalConference,Canada,1993.505513
[11]Robertson,P.K.,Sasitharan,S.,Cunning,J.C. et al.Shear wave velocity to evaluate in situ state of ottawasand[J].J.GED,ASCE,1995,121(3):262273
[12]TolimatsuK.Soil liquefaction on evaluation by elasticshear moduli[J].Soils andFoundations,1986,26(1):2535
[13]TokimatsuK.Correlation between liquefaction resist ance and shear wave velocity[J].Soils andFounda tions,1990,30(2):3342
[14]汪闻韶.关于饱和砂土液化机理和判别方法的某些探讨[A].水利水电科学研究院论文集(16)[C].北京:水利电力出版社,1984.18
[15]MarcusonⅢ,W.F.,Bieganousky,W.A.Laboratorystandard penetration tests on fine sands[M].Liquefac tionProblems inGeotechnicalEngineering,ASCE Na tionalConvention,1988.255284
[16]Robertson,P.K.,Woeller,D.J.,Finn,W.D.L.Seismiccone penetration test for evaluation liquefaction poten tial under cyclic loading[J].CanadianGeotechnicalJ.,1992,(29):686695
[17]H.B.Seed,I.M.Idriss.Evaluation of liquefaction po tential of sand deposits based on observation of per formance in previous earthquake[A].InsituTesting toevaluate liquefaction susceptibity[C].SessionNo.24,ASCE NationalConvention,1981.123142
[18]KinY.C.Chung,I.H.Wong.Liquefaction of soilswith plastic fines[A].Soil dynamic and earthquake en gineering[C].Proceeding of theConference onSoilDy namic andEarthquakeEngineeringSouthAmptonl,1982.1315
[19]张崇文,赵剑明,毕政根,等.粉土地基液化分析[J].天津大学学报,1997,30(4):59465
[20]曹宇春,周 键,黄锚松,等.粉土层液化可能性判断的地震反应分析法[J].水利学报,2003,(3):6973
[21]高广运,水伟厚.上海苏州河故道砂质粉土液化综合判别[J].工程勘察,2002,(5):3537
[22]崔 杰,门福录,沈世杰.以剪切波速为宗量的一种砂土地震液化的不确定性判别法[J].地震工程与工程振动,1997,17(3):9199
[23]崔 杰,门福录.砂土液化的概率和模糊概率判别法[A].栾茂田.第五届全国土动力学学术会议论文集[C].大连:大连理工大学出版社,1998.181186
[24]陈国兴,张克绪,谢军斐.液化判别的可靠性研究[J].地震工程与工程振动,1991,11(2):8596
[25]陈国兴,谢军斐,张克绪.液化势预测的模糊随机概率分析[A].吴世明.第四届全国土动力学学术会议论文集[C].杭州:浙江大学出版社,1994.2831
[26]何广衲,郭 莹.粉土液化的模糊综合评判方法[J].地震工程与工程振动,1988,8(3):4856
[27]Zhang,L.Y.Assessment of liquefaction potential usingoptimum seeking method[J].Geotechnical andGeoen vironmentalEngineering,1998,124(8):739748
[28]阮永芬,陈昆梅,韦敏才.粉土地震液化等级评判的人工神经网络技术应用[J].昆明理工大学学报,2000,25(4):6365
[29]Seed.H.B.,Tokimatsu.K.,Harder,L.F.et al.Influ ence ofSPT procedures in soil liquefaction resistance e valuations[J].Geotech.Engrg,ASCE,1985,3(12):14251445
[30]Troncoso.J.H.Failure risks of abandoned tailingsdams[A].Proc.,Int.Sym.onSafety and rehabilitationofTailings dams[C].InternationalCommission onLargeDams..Paris1990.8289
[31]Puri.V.K.Liquefaction behavior and dynamic proper ties loessial(silty) soils[D].PhD thesis,University ofMissouriRollo,Mo,1984
[32]Puri.V.K.Liquefaction aspects of loessial soils[R].Proc.U.S.Nat.Conf.OnEarthquakeEngineeringRe searchInst.,EI Cerito,Calid.,1990.755762
[33]Sandoval.J.Liquefaction and settlement characteristicsof silty soils[D].PhD thesis,University ofMissouriRollo,Mo.1989
[34]Prakash.S.,Sandoval.J.A.Liquefaction of low plasticsilts[J].SoilDynamic andEarthquakeEngrg.,1992,71(7):373397
[35]TianqiangGuo,ShamsherPrakash.Liquefaction of siltsand silt clay mixtures[J].Journal ofGeotechnicalEn gineering.1990,125(8):706710
[36]牛琪瑛,裘以惠,史美筠.粉土抗液化特性的试验研究[J].太原工业大学学报,1996,27(3):59
[37]Koester,J.P.Effects of fines type and content on lique faction potential of low to medium plasticity fine grained soils[A].Proc.,19thNat.EarthquakeConf.,CentralUnitedStatesEarthquakeConsortiumMem phis[C].Tennessee,UnitedStates,1993.6775
[38]甘 霖.粉质壤土动三轴试验分析[A].栾茂田.第五届全国土动力学学术会议论文集[C].大连:大连理工大学出版社,1998.176180
[39]黄 博,陈云敏,殷建华,等.粉土和粉砂的动力特性试验研究[J].浙江大学学报(工学版),2002,36(2):143147
[40]黄 博,陈云敏,殷建华,等.粉土的动力特性及液化势研究[J].工程勘察,2001,(2):79
[41]黄 博,陈云敏,殷建华,等.控制试样初始剪切模量的动三轴液化试验[J].岩土工程学报,2000,22(6):682685
[42]吴世明等.土动力学[M].北京:中国建筑工业出版社,2000.15
[43]于濂洪,王 波.饱和粉土振动孔隙水压力的试验研究[J].大连大学学报,1999,20(4):5962
[44]于洪治.饱和粉土振动孔隙水压力发展规律[A].吴世明.第四届全国土动力学学术会议论文集[C].杭州:浙江大学出版社,1994.107110
[45]冯秀丽,叶银灿,马艳霞,等.动荷载作用下海底粉土的孔压响应及其动强度[J].青岛海洋大学学报,2002,32(3):429433
[46]曹宇春,王天龙.上海粉土液化特性及孔压模型的试验研究[J].上海地质,1998,67(3):6064
[47]陈国兴,刘雪珠.南京粉质粘土与粉砂互层土及粉细砂的振动孔压发展规律研究[J].岩土工程学报,2004,26(1):7982
[48]Seed,H.B.,Idriss,I.M.andArango,I..Evaluation ofliquefaction potential using field performance data[J].J.Geotech.Engrg.Div.ASCE,1983,109(GT3):458482
[49]CastroG..Liquefaction and cyclic mobility of saturatedsand[J].Journal of theGeotechnicalEngineeringDivi sion,ASCE,1975,101(GT6):551569