引文
[1]Hardin B O,Richart F E.Elastic wave velocities in granular soils[J].Journal of the Soil Mechanics and Foundations Division,ASCE.1963,98(SM1):33-63.
[2]Hardin B O,Drnevich VP.Shear modulus and damping in soil:measurement and parameter effects[J].Journal of the Soil mechanics and Foun-dation Engineering Division,ASCE.1972,98(6):603-624.
[3]Hardin B O,Drnevich V P.Shear modulus and damping in soils:design equations and curves[J].Journal of the Soil mechanics and FoundationEngineering Division,ASCE.1972,98(7):667-692.
[4]Wang Y H.Attenuation in soils and non-linear dynamic effects[D].Georgia Institute of Technology,2001.
[5]Kokusho T.Cyclic triaxial test of dynamic soil properties for wide strain range[J].Soils and Foundations,1980,20(2):45-60.
[6]Saxena S K,Reddy K R.Dynamic moduli and damping ratios for Monterey no.0 sand by resonant column tests[J].Soils and Foundations,1989,29(2):37-51.
[7]蔡正银,李相崧.材料状态对干砂小应变特性的影响[J].岩土力学,2004,25(1):10-14.Cai Zhengyin,Li Xiangsong.Effects of material state on the small strain behavior of dry sand[J].Rock and Soil Mechanics,2004,25(1):10-14.
[8]李万红,汪闻韶.超声波测三轴饱和砂样剪切模量及力学性的关系[J].水利学报,1988(3):19-27.Li Wanhong,Wang Wenshao.Measurement of shear modulus for saturated sand by ultrasonic method[J].Journal of Hydraulic Engineering,1988(3):19-27.
[9]袁晓铭,孙静.非等向固结下砂土最大动剪切模量增长模式及Hardin公式修正[J].岩土工程学报,2005,27(3):264-269.Yuan Xiaoming,Sun Jing.Model of maximum dynamic shear modulus of sand under anisotropic consolidation and revision of Hardin’s formula[J].Chinese Journal of Geotechnical Engineering,2005,27(3):264-269.
[10]Yamada S,Hyodo M,Orense R P,et al.Initial shear modulus of remolded sand-clay mixtures[J].Journal of Geotechnical and Geoenviron-mental Engineering,2008,134(7):960-971.
[11]Ishihara K.Soil Behavior in Earthquake Geotechnics[M].Oxford:Clarendon Press,1996.
[12]Qian X,Gray D H,Woods R D.Voids and granulometry:effects on shear modulus of unsaturated sands[J].Journal of Geotechnical Engineer-ing,1993,119(2):295-314.
[13]Kim D,Seo W,Kim M.Deformation characteristics of soils with variations of capillary pressure and water content[J].Soils and Foundations.2003,43(4):71-79.
[14]Wu S,Gray D H,Richart J F E.Capillary effects on dynamic modulus of sands and silts[J].Journal of Geotechnical EngineeringJ.Geotech.Engrg,1984,110(9):1188-1203.
[15]Meng Jiewu.The influence of loading frequency on dynamic soil properties[D].Atlanta Georgia:Georgia Institute of Technology,2003.
[16]孙静,袁晓铭.固结比对砂土动剪切模量及地表反应谱的影响[J].岩土力学,2007,28(3):443-448.Sun Jing,Yuan Xiaoming.Effects of consolidation ratios of sands on dynamic shear modulus and response spectrum of soil surface[J].Rock andSoil Mechanics,2007,28(3):443-448.
[17]Wichtmann T,Triantafyllidis T.Influence of a cyclic and dynamic loading history on dynamic properties of dry sand,part I:cyclic and dynamictorsional prestraining[J].Soil Dynamics and Earthquake Engineering,2004,24(2):127-147.
[18]Wichtmann T,Triantafyllidis T.Influence of a cyclic and dynamic loading history on dynamic properties of dry sand,part II:cyclic axial preload-ing[J].Soil Dynamics and Earthquake Engineering,2004,24(11):789-803.
[19]Zhou Y,Chen Y.Influence of seismic cyclic loading history on small strain shear modulus of saturated sands[J].Soil Dynamics and EarthquakeEngineering,2005,25(5):341-353.
[20]Troncoso J H,Garc,S E.Ageing effects in the shear modulus of soils[J].Soil Dynamics and Earthquake Engineering,2000,19(8):595-601.
[21]Anderson D G,Stokoe K H.Shear Modulus:A Time-Dependent Soil Property[C].Denver,Colorado,USA:1978.
[22]周镜,杨灿文.片状砂的工程特性及其应用[C].海峡两岸土力学及基础工程地工技术学术研讨会,1994:172-179.Zhou Jing,Yang Canwen.Engineering properties and application of the flaky sand[C].Seminar of Soil Mechanics and Foundation Engineering inEngineering Technology Between the Taiwan Strait,ASTMGeotechnical Testing Journal.1994:172-179.
[23]陈国兴,刘雪珠,朱定华,等.南京新近沉积土动剪切模量比与阻尼比的试验研究[J].岩土工程学报,2006,28(8):1023-1027.Chen Guoxing,Liu Xuezhu,Zhu Dinghua,et al.Experimental studies on dynamic shear modulus ratio and damping ratio of recently depositedsoils in Nanjing[J].Chinese Journal of Geotechnical Engineering,2006,28(8):1023-1027.
[24]陈国兴,刘雪珠.南京及邻近地区新近沉积土的动剪切模量和阻尼比的试验研究[J].岩石力学与工程学报,2004,23(8):1403-1410.Chen Guoxing,Liu Xuezhu.Testing study on ratio of dynamic shear moduli and ratio of damping for recently deposited soils in nanjing and itsneighboring areas[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(8):1403-1410.
[25]刘雪珠,陈国兴,胡庆兴.南京地区新近沉积土的动剪切模量和阻尼比的初步研究[J].地震工程与工程振动,2002,22(5):127-131.Liu Xuezhu,Chen Guoxing,Hu Qingxing.Primary study on dynamic shear modulus and damping ratio of recently deposited soil in area of Nan-jing[J].Journal of Earthquake Engineering and Engineering Vibration,2002,22(5):127-131.
[26]陈国兴,朱定华,何启智.GZZ-1型自振柱试验机研制与性能试验[J].地震工程与工程振动,2003,23(1):110-114.Chen Guoxing,Zhu Dinghua,He Qizhi.Development and property test of GZZ-1 free vibration column test system[J].Journal of EarthquakeEngineering and Engineering Vibration,2003,23(1):110-114.
[27]陈国兴,朱定华,何启智.DSZ-1型动三轴试验机研制与性能试验[J].地震工程与工程振动,2002,22(6):71-74.Chen Guoxing,Zhu Dinghua,He Qizhi.Development and test of DSZ-1 cyclic triaxial testing system[J].Journal of Earthquake Engineeringand Engineering Vibration,2002,22(6):71-74.
[28]Kim D S,Stokoe K HI.Torsional motion monitoring system for small-strain(10-5 to 10-3%)soil testing[J].ASTM Geotechnical TestingJournal,1994,17(1):17-25.
[29]Seed HB,Idriss I M.Soil moduli and damping factors for dynamic response analyses[R].Berkeley:Earthquake Engineering Research Center,University of California,1970.
[30]孙静.岩土动剪切模量阻尼试验及应用研究[D].哈尔滨:中国地震局工程力学研究所,2004.Su Jing.Experiment and application studies on dynamic shear modulus and damping of geotechnical media[D].Harbin:Institute of EngineeringMechanics,China Earthquake Administration,2004.