참고문헌
- Ahmad, S., Al-Hussaini, T. M., Fishman, K. L. (1996). "Investigation on Active Isolation of Machine Foundations by Open Trenches," J. Geotech. Engrg., Vol. 122, No. 6, pp. 454-461. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:6(454)
- Ahmad, S., Al-Hussaini, T. M. (1991). "Simplified Design for Vibration Screening by Open and In-filled Trenches," Journal of Geotechnical Engineering, ASCE, Vol. 117, No. 1, pp. 67-88. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:1(67)
- Ahmad, S., Al-Hussaini, T. M. (1991). "Simplified Design for Vibration Screening by Open and In-filled Trenches," J. Geotech. Engrg., Vol. 117, No. 1, pp. 67-88. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:1(67)
- Al-Hussaini, T. M., Ahmad, S. (1996). "Active Isolation of Machine Foundations by In-filled Trench Barriers," J. Geotech. Engrg., Vol. 122, No. 4, pp. 288-294. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:4(288)
- Al-Hussaini, T. M., Ahmad, S. (1991). "Design of Wave Barriers for Reduction of Horizontal Ground Vibration," J. Geotech. Engrg., Vol. 117, No. 4, pp. 616-636. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:4(616)
- Al-Hussaini, T. M., Ahmad, S. (1996). "Active Isolation of Machine Foundation by In-filled Trench Barriers," Journal of Geotechnical Engineering, ASCE, Vol. 122, No. 4, pp. 288-294. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:4(288)
- Amick, H., Gendreau, M. (2000). "Construction Vibrations and Their Impact on Vibration-sensitive Facilities," Proceedings of the sixth construction congress, American Society of Civil Engineers, Orlando, Florida, February 2000, pp. 758-767.
- Balachandran, C. G. (1998). "Assessment of Construction Vibration Impacts on Historic Structures," Journal of the Acoustic Society of America, Vol. 103, Issue 5, pp. 3022-3022.
- Barkan, D. D. (1962). Dynamics of Bases and Foundations, translated from the Russian by L. Drashevska, edited by G. P. Tschebotarioff, McGraw-Hill.
- Beskos, D. E., Dasgupta, G., Vardoulakis, I. G. (1985). Vibration isolation of machine foundations. ISBN 0872624927. In: Gazetas, G., Selig, E.T. (Eds.), Vibration Problems in Geotechnical Engineering. ASCE, New York, pp. 138-151.
- Bornitz, G. (1931). Uber die Ausbreitung der von Groszkolbenmnaschinen erzeungten Bodenschwingungen in die Tiefe, J. Springer, Berline.
- Clough, G. W., Chameau, J. L. (1980). "Measured Effects of Vibratory Sheet Pile Driving," Journal of Geotechnical Engineering Division, ASCE, Vol. 106, No. GT10, pp. 1081-1099.
- Dalmatov, B. I., Ershov, V. A., Kovalevsky, E. D. (1968). "Some Cases of Foundation Settlement in Driving Sheeting and Piles," Proceedings International Symposium on Wave Properties of Earth Materials, pp. 607-613.
- Deutsches Institut fuer Normung (DIN 4150) (1986). Deutsche Normen: Erschutterungen im Bauwesen-Einwirkungen auf bauliche Anlegen, Germany.
- Earthquake Engineering and Soil Dynamics, St. Louis, MO, 11-15 March 1991. University of Missouri at Rolla, Rolla, MO, pp. 1461-70.
- Florida Department of Transportaiton (2004). Standard Specifications for Road and Bridge Contruction, Tallahassee, FL.
- Fuyuki, M., Matsumoto, Y. (1980). "Finite Difference Analysis of Rayleigh Wave Scattering at a Trench," Bulletin of the Seismological Society of America, Vol. 70, pp. 2051-2069.
- Hanson, C. E., Towers, D. A., Meister, L. D. (2006). "Transit Noise and Vibration and Impact Assessment", Report FTA-VA-90-1003-06, Office of Planning and Environment, Federal Transit Administration. http://www.wsdot.wa.gov/projects/viaduct/Media/Default/Documents/Environmental/EAGNoiseVibration.pdf.
- Heckman, W. S., Hagerty, D. J. (1978). "Vibrations Associated with Pile Driving", Journal of the Construction Division, ASCE, Vol. 104, No. CO4, pp. 385-394.
- Henwood, J. T., Haramy, K. Y. (2002). "Vibrations Induced by Construction Traffic: A Historic Case Study" Presented at Geophysics 2002, April 15-19, 2002, www.dot.ca.gov/hq/esc/geotech/gg/geophysics2002/043henwood_construction_vibrations.pdf (accessed May 17, 2005).
- Itoh, K. (2003). "Physical Modelling of Wave Propagation from Ground Vibration and Vibration Countermeasure," PhD Dissertation, Tokyo Institute of Technology.
- Itoh, K., Zeng, X., Koda, M., Murata, O., Kusakabe, O. (2005). "Centrifuge Simulation of Wave Propagation due to Vertical Vibration on Shallow Foundations and Vibration Attenuation Countermeasures," Journal of Vibration and Control, Vol. 11, pp. 781-800. https://doi.org/10.1177/1077546305054150
- Jackson, N. M., Hammons, M. I., Walker, R., Von Quintus, H. (2007). "Use of Nondestructive Techniques to Estimate the Allowable Vibratory Compaction Level During Construction", Research Report FL/DOT/SMO/07-BDB-11, Florida Department of Transportation, March 2007.
- Luong, M. P. (1994). Efficiency of a stress wave mitigation barrier. Proceedings of the International Conference on Centrifuge Modelling (Centrifuge 94), Balkema, Singapore, pp. 283-88.
- Massarsch, K. R. (1991). Ground vibration isolation using gas cushions. In: Proceedings of the 2nd International Conference on Recent Advances in Geotechnical.
- May, T. W., Bolt, B. A. (1982). "The Effectiveness of Trenches in Reducing Seismic Motion," Earthquake Engineering and Structural Dynamics, Vol. 10, No. 2, pp. 195-210. https://doi.org/10.1002/eqe.4290100203
- Minnesota Department of Transportation (2012). "Impact of Vibratory Equipment to Surrounding Environments during Construction," Transportation Research Synthesis 1201, July 2012.
- Nichols, H. R., Johnson, C. F., Duvall, W. I. (1971). "Blasting Vibrations and their Effects on Structures," Bulletin 656, U.S. Bureau of Mines, Department of the Interior, Washington, D.C.
- Peng, S. M. (1972). "Propagation and Screening of Rayleigh Waves in Clay," Master's Engineering Thesis no. 386, Asian Institute of Technology, Bangkok.
- PS&S Engineering, "Proposed Noise/Vibration Mitigation Plan for Pile Driving Related Noise and Vibration", Report to the Department of Environmental Conservation, April 2006. http://www.dec.ny.gov/docs/remediation_hudson_pdf/noisemitigation.pdf (accessed on March 2012).
- Rausch, E. (1942). "Maschinenfundamente und Andere Dynamische Bauaufgaben," Vertrieb VDI, Verlag G.M.B.H., Berlin, Germany.
- Richart, F., Hall, J., Woods, R. (1970). Vibrations of Soils and Foundations. Prentice Hall, Englewood Cliffs, NJ.
- Rockway Park former MGP (2008). "Noise/Vibration Mitigation Plan for: Noise and Vibration Related to the Installation of Sheet Piles," http://www.rockawayparkmgpsite.com/pdfs/Appendix_L.pdf (accessed March 20, 2013).
- Segol, G., Lee, P. C. Y., Abel, J. R. (1978). "Amplitude Reduction of Surface Waves by Trenches," Journal of the Engineering Mechanics Division, ASCE, Vol. 104, No. 3, pp. 621-641.
- Siskind, D. E., Stagg, M. S., Kopp, J. W., Dowding, C. H. (1980). "Structure Response and Damage Produced by Ground Vibrations from Surface Blasting," RI 8507, U.S. Bureau of Mines, Department of Interior, Washington, D.C.
- Sivinkin, M. R. Drawbacks of Blast Vibration Regulations, www.vulcanhammer.net/Svinkin/BLST-CRT.pdf (accessed May 17, 2013).
- Standards Australia (1983). Explosives-Storage, Transport, and Use, AS 2187.2, Sydney, Australia.
- Svinkin, M. R. (2002). "Predicting Soil and Structure Vibrations from Impact Machines," Journal of Geotechnical and Geoenvironmental Engineering, Vol. 128, No. 7, pp. 602-612. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:7(602)
- Swiss Association of Standarization (1978). Effects of Vibration of Construction, SN 640 312, Zurich, Switzerland.
- Tao, M., Zhang, M. (2012). "Update LADOTD Policy on Pile Driving Vibration Management", Report FHWA/LA.11/483, Louisiana Department of Transportation, February 2012.
- Wang, Z.-L., Chi, Yong, Wang, J. C. (2006). "Numerical Analysis of Attenuation Effect of EPS Geofoam on Stress Waves in Civil Defense Engineering," Geotextiles and Geomembranes, Vol. 24, No. 5, pp. 265-273. https://doi.org/10.1016/j.geotexmem.2006.04.002
- Washington State Department of Transportation (2008). Noise and Vibration Technical Memorandum, "SR99: Alaskan Way Viaduct & Seawall Replacement Program," (accessed in March 21, 2013).
- Webb, J. F. (1976). Noise control in industry. Sound Research Laboratories Limited, Holbrook Hall Sudbury, Suffolk, U.K.
- Whiffen, A. C., Leonard, D. R. (1971). "A Survey of Traffic-induced Vibrations", RRL report LR 418, Transportation and Road Research Laboratory, Crowthorne, UK.
- Wiss, J. F. (1981). "Construction Vibrations: State-of-the-art," Journal of the Geotechnical Engineering Division, ASCE, Vol. 107, No. GT2, February 1981, pp. 167-181.
- Wiss, J. F., Parmelee, R. A. (1974). "Human Perceoption of Transient Vibrations", Journal of the Structural Division, ASCE, Vol. 100, No. 74, pp. 773-787.
- Woods, R. D. (1968). "Screening of Elastic Waves by Trenches," Journal of Soil Mechanics Division, ASCE, Vol. 94, No. SM4, pp. 951-979
- Woods, R. D., Jedele, L. P. (1985). "Energy-attenuation Relationships from Construction Vibrations," Vibration Problems in Geotechnical Engineering, Proceedings of a symposium sponsored by the Geotechnical Engineering Division, ASCE, Detroit, Michigan, October 1985, pp 229-246.
- Xu, Y., Huang, J., Du, Y., Sun, D. (2008). "Earth Reinforcement using Soilbags," Geotextiles and Geomembranes, Vol. 26, No. 3, pp. 279-289. https://doi.org/10.1016/j.geotexmem.2007.10.003
- Zeng, X., Rose, J., Rice, J. (2001). "Stiffness and Damping Ratio of Rubber Modified Asphalt Mixes: Potential Vibration Attenuation for High Speed Railway Trackbeds," Journal of Vibration and Control, Vol. 7, No. 4, pp. 527-538. https://doi.org/10.1177/107754630100700403
- Zhong, X., Zeng, X., Rose, J. (2002). "Shear Modulus and Damping Ration of Rubber Modified Asphalt Mixes and Unsaturated Subgrades Soils," ASCE Journal of Materials in Civil Engineering, Vol. 14, No. 6, pp. 496-502. https://doi.org/10.1061/(ASCE)0899-1561(2002)14:6(496)