土动力学References

BibliographyReferences CitedAssociation of American Railroads, (2004) Railroad Facts, 2004 edition, L. C. Card No. A66-7305.Andreasson, B., (1998) High Speed Lines on Soft Ground: Numerical Analysis by the FLAC and FLAC3D Programmes. internal report, Jacobson and Widmark AB, Goteborg, Sweden.AREA, (1975) Manual Recommendation, Special Committee on Concrete Ties, Part 10 Concrete Ties (and Fastenings). Bulletin 655, American Railroad Engineering Association.Armstrong, J. H., (1998) The Railroad: What it is, What it does. 4th Edition, Simmons-Boardman.ASTM, (2003) D4015-92: Standard Test Methods for Modulus and Damping of Soils by the Resonant-Column Method. Annual Book of ASTM Standards, Vol.4.08, American Society for Testing and Materials, pp. 473-494.Balendra, T., K. Chua, H., Lo, K. W. and Lee, S. L., (1989) Steady-state vibration of sub way-soil-building system. Journal of Engineering Mechanics, ASCE, Volume 115(1), pp. 145-162.Bathe, K. J., and Wilson, E. L., (1976)Numerical Methods in Finite Element Analysis. Englewood Cliffs, New Jersey: Prentice-Hall, Inc.Boussinesq, J., (1885) Application des Potentiels å l’Etude de l’Equilibre et du Mouvement des Solides Elastiques, Gautheir-Villars, Paris, France.Bracewell, N. R., (2000) The Fourier Transform and Its Applications, third edition, McGraw-Hill, pp. 275-278.Burger, H. Robert, (1992) Exploration Geophysics of the Shallow Subsurface. Prentice-Hall, 489 pages.Chang, C. S., Adegoke, C. W. and Selig, E. T. (1980) The GEOTRACK model for railroad track performance. Journal of Geotechnical Engineering Division, ASCE, Volume 106, No. GT11, November, pp. 1201-1218.Clarke, C. W., (1957) Track Loading Fundamentals. The Railway Gazette, Parts 1 to 7, January to April.Cole, J. and Huth, J., (1958) Stresses produced in a half plane by moving loads. Journal of Applied Mechanics, ASME, Volume 25, pp. 433-436.Dawn, T. M. and Stanworth, C. G., (1979) Ground vibrations from passing trains. Journal of Sound and Vibration, Volume 66 (3), pp. 355-362.De Barros, F. C. P. and Luco, J. E., (1994) Response of a layered viscoelastic half-space to a moving point load. Wave Motion, 19, pp. 189-210.Dieterman, H. A. and Metrikine, A. V., (1997) Steady-state displacements of a beam on an elastic half-space due to a uniformly moving constant load. European Journal of Mech. Application and Solids, Volume 16 (2), pp. 295-306.Drnevich, V. P., Hardin, B. O. and Shippy, D. J., (1978) Modulus and Damping of Soils by the Resonant Column Method. Dynamic Geotechnical Testing, ASTM STP 654, American Society for Testing and Materials, pp. 91-125.Duffy, D. G., (1990) The response of an infinite railroad track to a moving, vibration mass. Journal of Applied Mechanics, ASME, Volume 57, pp. 66-73.Dyvik, R., and Madshus, C., (1985) Laboratory Measurements of G max Using Bender Elements. Advances in the Art of Testing Soils Under Cyclic Conditions, American Society of Civil Engineers, New York, ISBN 0-87262-497-8, pp. 186-196.Eason, G., (1965) The stresses produced in a semi-infinite solid by a moving surface force. International Journal of Engineering Science, Volume 2, pp. 581-609.FLAC3D, (2002) User's Manual, Version 2.1, Itasca Consulting Group, Minneapolis, Minnesota.Fryba, L., (1972) Vibration of Solids and Structures under Moving Loads. Noordhoff International Publishing, Groningen, The Netherlands.Graff, K. F., (1991) Wave motion in elastic solids. Dover Publications, INC., New York, pp. 274-276.Gruber, J., (1998) Heavy-haul loads require to-notch track maintenance. Railway Track & Structures, December, pp. 21-23.Grundmann, H., Lieb, M. and Trommer E., (1999) The response of a layered half-space to traffic loads moving along its surface. Archive Applied Mechanics, Volume 69, pp. 55-67.Hall, L., (2003) Simulations and analyses of train-induced ground vibrations in finite element models. Journal of Soil Dynamics and Earthquake Enigneering, Volume 23, pp. 403-413.Hay, W. W., (1982) Railroad Engineering. Second edition, John Wiley & Sons Inc. pp. 521-523.Heckl, M., Hauck, G., and Wettscureck, R., (1996) Structure-borne sound and vibration from rail traffic.Journal of Sound and Vibration, Volume 193 (1), pp. 175-184.Heisey, J. S., Stokoe, K.H. and Meyer, A. H. (1982) Moduli of pavement systems from spectral analysis of surface waves,Transportation Research Record 853, Transportation Research Board Washington, D.C.Huang, Y. H., Lin, C., Deng, X., and Rose, J., (1984) KENTRACK, A Computer Program for Hot-Mix Asphalt and Conventional Ballast Railw ay Trackbeds. Asphalt Institute (Publication RR-84-1) and National Asphalt Pavement Association (Publication QIP-105), 164 pages.Joh, S. H., (1992) User’s Guide to WinSASW, a Program for Data Reduction and Analysis of SASW Measurements. University of Texas at Austin, Department of Civil Engineering Center, Geotechnical Engineering Center.Kalinski, M. E. and Thummaluru, M. S. R., (2005) A New Free-Free Resonant Column Device for Measurement of G max and D min at Higher Confining Stresses. Geotechnical Testing Journal, Vol. 28, No. 2, March, 2005.Kalinski, M. E., (1999) Calculation Model for Ground Vibration from Train, Finite-Difference Modelling of Ground Vibrations from Trains, Research Report to Norwegian Geotechnical Institute, 514063-1, September, 22 pages.Kausel, E. and Peek, R. (1982) Dynamic Loads in the Interior of a Layered Stratum: An Explicit Solution. Bulletin of the Seismological Society of America, Volume 72, pp. 1259-1280.Kausel, E. and Roesset, J. M., (1981) Stiffness Matrices for Layered Soils. Bulletin of the Seismological Society of America, Volume 71, No. 6, pp. 1743-1761.Kerr, A. D., (2000) On the determination of the rail support modulus k. International Journal of Solids and Structures, Volume 37 (2000), pp. 4335-4351.Kim, S. M. and Roesset, J. M., (1998) Moving loads on a plate in elastic foundation. Journal of Engineering Mechanics, ASCE, Volume 124 (9), pp. 1010-1017.Kramer, S. L., (1996) Geotechnical Earthquake Engineering, Prentice-Hall, Inc., Upper Saddle River, New Jersey, pp. 216-218.Krylov, V. V., (1995) Generation of ground vibration by superfast trains. Applied Acoustics, Volume 44, pp. 149-164.Krylov, V. V. and Ferguson, C. (1994) Generation of low frequency ground vibrations from railw ay trains. Applied Acoustics, Volume 42, pp. 199-213.Lawrence, F. V. JR. (1963) Propagation velocity of ultrasonic waves through sand.MIT Research Report R63-8, Massachusetts Institute of Technology, Cambridge, Massacusetts.Li, D., Rose, J., and Lopresti, J., (2001) Test of Hot-mix Asphalt Over Soft Subgrade Under Heavy Axle Loads. Technology Digest 01-009, Transportation Technology Center, April, 4 pages.Lepage, W. R. (1961) Complex Variables and the Laplace transform for engineers. McGraw-Hill Book Company, Inc., pp. 336-350.Lysmer, J. and Kuhlemeyer, R. L., (1969) Finite Dynamic Model for Infinite Media. Journal of Engineering Mechanics, Volume 95(EM4), pp. 859-877.Madshus, C. and Kaynia, A. M., (1998a) High speed railway lines on soft ground: dynamic behaviour at critical train speed. The 6th International Workshop on Railway Noise, France, November, 11 pages.Madshus, C. and Kaynia, A. M., (1998b) Measurement and interpretation of ground response to airblast. Journal of Noise Control Engineering, Volume 46 (5), pp. 1-8.Mair, R. I., Jupp, R. A., and Groenhout, R., (1982) The Characteristics and Control of Long Pitch Rail Corrugation at Heavy Axle Loads.Track Research Compendium, Reprints of Articles on Track Research, 1928-1980, Transportation Research Board, National Research Council in cooperation with American Railway Engineering Association, pp. 126-134.Matlab, (2002) Signal Processing Toolbox for Use w ith MATLAB, User’s Guide. Version 6, The Mathworks, Inc., section 6-34, pp. 127.Melke, J. and Kraemer, S., (1983) Diagnostic methods in the control of railw ay noise and vibration. Journal of Sound and Vibration, Volume 87 (2), pp.377-386.Miura, K., Otsuka, N., Kohama, E., Supachawarote, C. and Hirabayashi, T., (2003) The size effects of earth pressure cells on measurement in granular materials. Soils and Foundations, Volume 43, No. 5, October, 2003, Japanese Geotechnical Society, pp. 133-147.Nacci, V. A. and Taylor, K. J. (1967) Influence of clay structure on elastic wave velocities. Proceedings, International Symposium on Wave Propagation and Dynamic Properties of Earth Materials, Albuquerque, New Mexico, pp. 491-502.Nazarian, S. and Stokoe, K. H., (1983) Use of spectral analysis of surface waves for determination of moduli and thickness of pavement systems. Transportation Research Record 954, Transportation Research Board, Washington, D.C.Okumura, Y. and Kuno, K., (1991) Statistical analysis of field data of railw ay noise and vibration collected in an urban area. Applied Acoustics, Volume 33, pp. 263-280.Palmer, D., (1980) The generalized reciprocal method of seismic refraction interpretation. Tulsa, Society of Exploration Geophysicists, 104 pages.Palmer, D., (1981) An introduction to generalized reciprocal method of seismic refraction interpretation. Geophysics, Volume 46, pp. 1508-1518.Payton, R. G., (1967) Transient motion of an elastic half-space due to a moving surface line load. International Journal of Engineering Science, Volume 5, pp. 49-79.Richart, F. E., Hall, J. R., and Woods, R. D. (1970) Vibrations of Soils and Foundations, Prentice-Hall, Inc., Englewood Cliffs, New Jersey, ISBN 013417168.Rhodes, D., (1999) Recent Trends in European Sleeper and Fastening Designs. Proceedings of Railway Engineering –1999 2nd International Conference and Exhibition, London, United Kingdom, May, 5 pages.Rose, J. G., (2000) Asphalt Trackbeds: Selection, Design, Installation Practices, Long-term performances & Material Properties. Proceedings of Railway Engineering – 2000 3rd International Conference and Exhibition, London, United Kingdom, July, 12 pages.Rose, J. G., Brown, E. and Osborne, M., (2000) Asphalt Trackbed Technology Development; The First 20 years. Transportation Research Record 1713, Transportation Research Board, pp 1-9.Rose, J. G., Li, D., and Walker, L., (2002) Tests and Evaluations of In-Service Asphalt Trackbeds. Proceedings of the American Railway Engineering and Maintenance-of-Way Association, 2002 Annual Conference & Exposition, September, 30 pages.Rose, J. G., and Stith, J. C., (2004) Tekscan sensors – rail/tie interface pressure measurement and railw ay trackbeds. Proceedings of Railway Engineering –2004 7th International Conference and Exhibition, London, United Kingdom, July 6 & 7, 21 pages.Rose, J. G., Su, B. and Long, W. B., (2003) KENTRACK: A structural analysis program for heavy axle load railway trackbed designs. Proceedings of Railway Engineering - 2003 6th International Conference and Exhibition, London, United Kingdom, May, 25 pages.Rose, J. G., Su, B. and Twehues, F., (2004) Railw ay trackbed and substructure stress comparisons –computer model predictive values versus in-situmeasurements. Proceedings of Railway Engineering –2004 7th International Conference and Exhibition, London, United Kingdom, July 6 & 7, 18 pages.Schramm, G., (1961) Permanent Way Technique and Permanent Way Economy. (English Translation by Hans Lange). Otto Elsner Verlagsgesellscaft Darmstadt.Sheriff, R.E., and Geldhart, L.P., (1989) Exploration seismology volume 1: history, theory, and data acquisition. Cambridge University Press, Cambridge.Shoichiro, N., (2002) Numerical Analysis and Graphic Visualization w ith MATLAB. Second Edition, Printice Hall PTR, Upper Saddle River, New Jersey.Singh, Satya and Davis, D., (2001) Reducing Impact Forces on High-Angle Crossing Diamonds.Technology Digest TD98-021, Association of American Railroads, Transportation Technology Center, Inc., November.Smith, R. A., (2003) Railw ays: how they may contribute to a sustainable future. Journal of Rail and Rapid Transit, Proceedings Part F, Volume 217, No. F4, pp. 243-248.Smith, T., (1967) Rail and Road Corrugations.Public Transport commisssion, Department of Railways, N.S.W.Stokoe, K. H., Wright, S. G., Bay, J. A. and Roesset, J. M., (1994) Characterization of geotechnical sites by SASW method, Geophysical Characterization of Sites, R.D. Woods, edition, A.A. Balkema, Rotterdam, pp. 15-25.Stone, D. H., Marich, S. and Rimnac, C. M., (1982) Deformation Behavior of Rail Steels.Track Research Compendium, Reprints of Articles on Track Research,1928-1980, Transportation Research Board, National Research Council in cooperation with American Railway Engineering Association, pp. 98-103.Streeter, W. C., (1994) The French train àgrand vitesse. Built Environment, Volume 19, pp. 184-202.Su, B. (2003), KENTRACK: A finite element computer program for the structural design and analysis of railroad track structures. MSCE Thesis, University of Kentucky, 150 pages.Takemiya, H., (1998) Lineside ground vibrations induced by high-speed train passage. Workshop on Effect of High-Speed Vibration on Structures and Equipment, Dept. of Civil Eng., National Cheng Kung University, pp. 43-49.Talbot, A. N., (1919) Stresses in Railroad Track. Reports of the Special Committee to Report on Stresses in Railroad Track, Second Progress Report, AREA, Volume 21, pp 297-453.Tekscan Inc., (2003) I-SCAN pressure measurement system user’s manual, version 5.20, February.Tongue, B. H., (2002) Principles of Vibration. 2nd Edition, Oxford University Press, pp. 340-344.USACE, (1995) Geophysical Exploration for Engineering and Environmental Investigations. US Army Corps of Engineers, Engineering and Design, EM 1110-1-1802, pp. 3-11.Vucetic, M. and Dobry, R. (1991) Effect of soil plasticity on cyclic response. Journal of Geotechnical Engineering, ASCE, Volume 1117, No. 1, pp. 89-107.Winkler, E., (1867) Die Lehre von der Elasticität und Festigkeit (Elasticity and Strength, In German). Verlag von H. Dominicus, Prag, Section 195.Zeng, X., Rose, J.G. and Rice, J.S., (2001) Stiffness and Damping Ratio of Rubber-Modified Asphalt Mixes: Potential Vibration Attenuation for High-Speed Railw ay Trackbeds. Journal of Vibration and Control, Volume 7, Number 4, pp. 527-538.Zimmerman, H., (1887) Die Berechnung des Eisenbahnoberbaues (The analysis of railway tracks, in German). Verlag W. Ernst & Sohn, Berlin.Übleis, H. (1992) Railw ays as Pioneers in an environment – led economy. Rail International, Bruxelles: Association Internationale du Congrès des Chemins de Fer (AICCF), N.11, 1992-11, pp 2-4.114。