土动力学现状与发展
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摘要
引文
1Seed H B.Evaluation ofsoil liquefaction effects on level groundduring earthquak,state of the art paper.Symposium on Soil Liquefaction.ASCE National Convetion,Philadelphia 1976.1～104.
2Wood R D.Measurement of dynamic soil properties-state of theArt. Proc.ASCE Specialty Conference onEarthquake Engineeringand Soil Dynamic,Pasadena,1978.
3吴世明.动荷载下土的变形特性及其测试.水利学报.1987(12).
4吴世明等.利用表面波频谱分析测试土层波速地震工程与工程振动,1988,8(4):33-47.
5吴世明,陈龙珠.关于跨孔法波速测试的若干问题建筑与市政工程,1987(4):27-32
6吴世明,陈龙珠.饱和土中弹性波的传播速度应用数学和力学 1989, 10(7): 605-611.
7Iwasaki Y T.In-situ seismic velocity and its relationship with soilchaterishc in Osala bay,Earthquake Engng.and Soil Dyn,Recent Adv.in Ground-Motion Eval.Geot Spec Publication No.20ASCE Park City,Utah,1988.
8Woods R D.土壤动力性能的测定,地震工程和土动力问题译文集,地震出版社,1985.
9Ishihara K.Approximate forms of wave equation for water-saturated porous materials and related dynamic moduli Soil and Foundation,1970,10(4).
10谢定义.动荷载下上的强度特性.水利学报,1987,(6).
11Hardin B O.土的应力-应变行为的本质.见:地震工程和土动力问题文集.地震出版社.1985.
12Ishihara K and Yowhata I.Sand response to reclic rotation of principal stress direction as induced by wave loads.Soil and Foundations.1983,23(4).
13Hicher P Y and Load P V.Rotation of pricipal directions in koconsolidation clay.J Geot Eng.ASCE.1987,113(7).
14谢定义.土动力学.西南交通大学出版社.1988.
15钱家欢,殷宗泽主编.土工原理与计算(第二版),北京:水利电力出版社.1996.
16吴世明,周星、上的动力特性及其测试和应用.见:第三届全国土动力学学术会议论文集.上海,1990.
17王钟琦等.岩石工程测试技术.北京:中国建筑工业出版社,1996.
18Roscoe K H. An apparatus for the application of simple shear tosoil samples.Proc.Third Int.Conf.Soil Mech.Found.Engin,1953.1:186～191.
19Seed H B, Fead J W N.Apparatus for repeated load test on scils.Special Tecbocal PublicationASCE,Philadelphia,1959.204.
20Casagrande A.Characteristic of slopes and earth fills.J.of BostonSociety of Civil Engineers,Jan, 1936,Contribution to Soil Mechanics 1925-1940,157-276,BSCE,1940.
21Seed H B.Evaluation of soil liquefacion effects on level groundduring earthquake.Liquefaction Problems in Geotechnical Engineering,ASCE Natonal Convetion,September 27-October 1,1976.1～104.
22汪闻韶.土的液化机理.水利学报,1981,(5):22-34.
23黄文熙主编.上的工程性质.北京:水利电力出版社,1983.
24Martin G R. Finn W D L, Seed H B.Foundamentals for liquefaction under cyclic loading. J. of Gentechnical Engineering Division,ASCE,No.CTS,1975.
25Hardin B O, Drnevich V P. Shear modules and damping in soil,desingn equations and curves. J. of Soil Mechanics and FoundationsDiv.ASCE 1972,98(7)
26Finn W D L.dyanamic analysis in geotechnical engineering, earthquake engineering and soil dynamicrecent advance in groundmotion evaluation charateristic.J.Soil Mech.and Found.Engng.ASCE,1971,97(SM8).
28吴世明,康有职,陈龙珠编著.岩土工程波动勘测技术北京:水利电力出版社,1990.
29徐攸在等泽.土与基础振动.北京:中国建筑工业出版社.1976.
30Woods R D.Insitutests for foundationvibrations,In Situ 86 ASCESpecialty Conf.Blackburg,Virginia,1986.
31吴世明等译.土动力学原理.北京:中国建筑工业出版社.1984.
32Wu S M.et al,Capillary effects on dynamic of silts and sands.J.Geot Eng ASCE,1984,110(9).
33Stoko K H,Woods R D.In situ wave velocity by cross-holemethod.J Soil Mech andEng,ASCE,1972,98(SM5).
34Kramer S L.et al Initiation of soil of soil liquefatetion under static loading conditions.J Ceot Engng ASCE. 1988, 114 (10).
35Anderson D G,Stokoe K H. Shear modulus: a time-dependentsoil property,Dyn Geot Testing,ASTM STP654,1977.
36Veletsos A S,Meck J W,Dynamic behavior of building-foundation systems. International Jounal of earthquake Engineering andStruture Dynamic,1974.3.
37Veletsos A S, PrasadA M,Tang Y Design approaches for soilsttructure in interaction.Proceedings of Ninth World Conference onEarthquakeEngineering. 1988.111.
38林皋.土-结构动力相互作用.世界地震工程,1991,(1):4～21.
39范敏,解有丽,即瑞峰.土-桩-结构相互作用体系的非线性地震响应分析.地震工程与工程振动,1987,7(1).
40扶长生等.具有理有基础的土-结构系统的非线性地震响应分析.地震工程与工程振动,1987,(1):43-54.
41松谷辉雄等.兵库县南部地震中超高层钢筋混凝土结构建筑物振动特性评价.见:第二届中日建筑结构技术交流会论文集(上集),上海,1995.
42Finn W D L. Soil-dynamic-liquefaction of sands.Proc lst intConf Microzonation,Seattle,1972.1.381-397.
43Lida K.The velocity of elastic waves in sands bulletin.ERI,1938.16.131-134
44 Wolf J P.土-结构动力相互作用.吴世明等择北京:地震出版社.1989.
45ParmeleeR A.Building-foundationh interaction effects. J engngMeth Div ASCE.1967,93(EM2).
46徐攸在,刘兴满主编.桩的动测新技术.北京:中国建筑工业出版社,1981.
47严人觉,王贻荪,韩新手.动力基础半空间理论概述北京:中国建筑工业出版社.1981.
48陈云敏.成层地基中的瑞利波及其谱分析测试技术[博士学位论文].浙江大学,1989.
49陈云敏,吴世明,曾国熙.表面波谱分析法及其应用.岩土工程学报,1992,14)3):61-65.
50Hiltunen D R,Woods,R D.SASW and cros-shole test resultscompared.Earthquake Eng and soil Dyn-Recent Advances inGround-Motion Evaluation,Geo Spec Publication .June.ParkCity, Utal,1988(20).
51夏唐代,陈云敏,吴世明.均质软夹层地基瑞利波弥散特性.振动工程学报.1993,6(1).42-50.
52Wong R K S,Arther J R F.Sand sheared by stress with cyclicvariation in direction,Geotechnique,1986,36(2).
53Albert J F,Chen.论各种非线性上模型的效用.见:岩土地震工程与土动力学新进展国际会议论文选择.1982.
54Gyoden Y,Mizuhata K,et al.一个新的土模型与土动力性质.见:岩土地震工程与土动力学新进展国际会议论文选译.1982.
55Castro C Liquefaction and cyclic moblity of saturated soils.J ofGeot Engng Div.ASCE.1975,101(GT6).
56Dasrto G,Paulos J J.Factors affecting liquefaction and cyclic mobility.J of Ceot Engng Div ASCE. 1977,101(GT6).
2Wood R D.Measurement of dynamic soil properties-state of theArt. Proc.ASCE Specialty Conference onEarthquake Engineeringand Soil Dynamic,Pasadena,1978.
3吴世明.动荷载下土的变形特性及其测试.水利学报.1987(12).
4吴世明等.利用表面波频谱分析测试土层波速地震工程与工程振动,1988,8(4):33-47.
5吴世明,陈龙珠.关于跨孔法波速测试的若干问题建筑与市政工程,1987(4):27-32
6吴世明,陈龙珠.饱和土中弹性波的传播速度应用数学和力学 1989, 10(7): 605-611.
7Iwasaki Y T.In-situ seismic velocity and its relationship with soilchaterishc in Osala bay,Earthquake Engng.and Soil Dyn,Recent Adv.in Ground-Motion Eval.Geot Spec Publication No.20ASCE Park City,Utah,1988.
8Woods R D.土壤动力性能的测定,地震工程和土动力问题译文集,地震出版社,1985.
9Ishihara K.Approximate forms of wave equation for water-saturated porous materials and related dynamic moduli Soil and Foundation,1970,10(4).
10谢定义.动荷载下上的强度特性.水利学报,1987,(6).
11Hardin B O.土的应力-应变行为的本质.见:地震工程和土动力问题文集.地震出版社.1985.
12Ishihara K and Yowhata I.Sand response to reclic rotation of principal stress direction as induced by wave loads.Soil and Foundations.1983,23(4).
13Hicher P Y and Load P V.Rotation of pricipal directions in koconsolidation clay.J Geot Eng.ASCE.1987,113(7).
14谢定义.土动力学.西南交通大学出版社.1988.
15钱家欢,殷宗泽主编.土工原理与计算(第二版),北京:水利电力出版社.1996.
16吴世明,周星、上的动力特性及其测试和应用.见:第三届全国土动力学学术会议论文集.上海,1990.
17王钟琦等.岩石工程测试技术.北京:中国建筑工业出版社,1996.
18Roscoe K H. An apparatus for the application of simple shear tosoil samples.Proc.Third Int.Conf.Soil Mech.Found.Engin,1953.1:186～191.
19Seed H B, Fead J W N.Apparatus for repeated load test on scils.Special Tecbocal PublicationASCE,Philadelphia,1959.204.
20Casagrande A.Characteristic of slopes and earth fills.J.of BostonSociety of Civil Engineers,Jan, 1936,Contribution to Soil Mechanics 1925-1940,157-276,BSCE,1940.
21Seed H B.Evaluation of soil liquefacion effects on level groundduring earthquake.Liquefaction Problems in Geotechnical Engineering,ASCE Natonal Convetion,September 27-October 1,1976.1～104.
22汪闻韶.土的液化机理.水利学报,1981,(5):22-34.
23黄文熙主编.上的工程性质.北京:水利电力出版社,1983.
24Martin G R. Finn W D L, Seed H B.Foundamentals for liquefaction under cyclic loading. J. of Gentechnical Engineering Division,ASCE,No.CTS,1975.
25Hardin B O, Drnevich V P. Shear modules and damping in soil,desingn equations and curves. J. of Soil Mechanics and FoundationsDiv.ASCE 1972,98(7)
26Finn W D L.dyanamic analysis in geotechnical engineering, earthquake engineering and soil dynamicrecent advance in groundmotion evaluation charateristic.J.Soil Mech.and Found.Engng.ASCE,1971,97(SM8).
28吴世明,康有职,陈龙珠编著.岩土工程波动勘测技术北京:水利电力出版社,1990.
29徐攸在等泽.土与基础振动.北京:中国建筑工业出版社.1976.
30Woods R D.Insitutests for foundationvibrations,In Situ 86 ASCESpecialty Conf.Blackburg,Virginia,1986.
31吴世明等译.土动力学原理.北京:中国建筑工业出版社.1984.
32Wu S M.et al,Capillary effects on dynamic of silts and sands.J.Geot Eng ASCE,1984,110(9).
33Stoko K H,Woods R D.In situ wave velocity by cross-holemethod.J Soil Mech andEng,ASCE,1972,98(SM5).
34Kramer S L.et al Initiation of soil of soil liquefatetion under static loading conditions.J Ceot Engng ASCE. 1988, 114 (10).
35Anderson D G,Stokoe K H. Shear modulus: a time-dependentsoil property,Dyn Geot Testing,ASTM STP654,1977.
36Veletsos A S,Meck J W,Dynamic behavior of building-foundation systems. International Jounal of earthquake Engineering andStruture Dynamic,1974.3.
37Veletsos A S, PrasadA M,Tang Y Design approaches for soilsttructure in interaction.Proceedings of Ninth World Conference onEarthquakeEngineering. 1988.111.
38林皋.土-结构动力相互作用.世界地震工程,1991,(1):4～21.
39范敏,解有丽,即瑞峰.土-桩-结构相互作用体系的非线性地震响应分析.地震工程与工程振动,1987,7(1).
40扶长生等.具有理有基础的土-结构系统的非线性地震响应分析.地震工程与工程振动,1987,(1):43-54.
41松谷辉雄等.兵库县南部地震中超高层钢筋混凝土结构建筑物振动特性评价.见:第二届中日建筑结构技术交流会论文集(上集),上海,1995.
42Finn W D L. Soil-dynamic-liquefaction of sands.Proc lst intConf Microzonation,Seattle,1972.1.381-397.
43Lida K.The velocity of elastic waves in sands bulletin.ERI,1938.16.131-134
44 Wolf J P.土-结构动力相互作用.吴世明等择北京:地震出版社.1989.
45ParmeleeR A.Building-foundationh interaction effects. J engngMeth Div ASCE.1967,93(EM2).
46徐攸在,刘兴满主编.桩的动测新技术.北京:中国建筑工业出版社,1981.
47严人觉,王贻荪,韩新手.动力基础半空间理论概述北京:中国建筑工业出版社.1981.
48陈云敏.成层地基中的瑞利波及其谱分析测试技术[博士学位论文].浙江大学,1989.
49陈云敏,吴世明,曾国熙.表面波谱分析法及其应用.岩土工程学报,1992,14)3):61-65.
50Hiltunen D R,Woods,R D.SASW and cros-shole test resultscompared.Earthquake Eng and soil Dyn-Recent Advances inGround-Motion Evaluation,Geo Spec Publication .June.ParkCity, Utal,1988(20).
51夏唐代,陈云敏,吴世明.均质软夹层地基瑞利波弥散特性.振动工程学报.1993,6(1).42-50.
52Wong R K S,Arther J R F.Sand sheared by stress with cyclicvariation in direction,Geotechnique,1986,36(2).
53Albert J F,Chen.论各种非线性上模型的效用.见:岩土地震工程与土动力学新进展国际会议论文选择.1982.
54Gyoden Y,Mizuhata K,et al.一个新的土模型与土动力性质.见:岩土地震工程与土动力学新进展国际会议论文选译.1982.
55Castro C Liquefaction and cyclic moblity of saturated soils.J ofGeot Engng Div.ASCE.1975,101(GT6).
56Dasrto G,Paulos J J.Factors affecting liquefaction and cyclic mobility.J of Ceot Engng Div ASCE. 1977,101(GT6).
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