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A Review on the Effects of Earthborne Vibrations and the Mitigation Measures

  • Nam, Boo Hyun (Department of Civil, Environmental, and Construction Engineering, University of Central Florida) ;
  • Kim, Jinyoung (Department of Civil, Environmental, and Construction Engineering, University of Central Florida) ;
  • An, Jinwoo (Department of Civil, Environmental, and Construction Engineering, University of Central Florida) ;
  • Kim, Bumjoo (Department of Civil & Environmental Engineering, Dongguk University)
  • Published : 2013.09.30

Abstract

Earthborne vibrations are induced by construction operation such as pile driving, roadbed compaction, and blasting and also by transit activities such as truck and trains. The earthborne vibration creates the stress waves traveling outward from the source and can structurally damage nearby buildings and structures in the forms of direct damage to structure and damage due to dynamic settlement. The wave propagation characteristics depends on impact or vibration energy, distance from the source, and soil characteristics. The aim of this paper is to provide a comprehensive review on the mechanistic of earthborne vibration and the current practice of vibration control and mitigation measures. The paper describes the state of knowledge in the areas of: (1) mechanics of earthborne vibration, (2) damage mechanism by earthborne vibration, (3) calculation, prediction of ground vibration, (4) the criteria of vibration limits, (5) vibration mitigation measures and their performance, and (6) the current practice of vibration control and mitigation measures.

Keywords

References

  1. 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)
  2. 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)
  3. 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)
  4. 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)
  5. 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)
  6. 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)
  7. 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.
  8. 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.
  9. Barkan, D. D. (1962). Dynamics of Bases and Foundations, translated from the Russian by L. Drashevska, edited by G. P. Tschebotarioff, McGraw-Hill.
  10. 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.
  11. Bornitz, G. (1931). Uber die Ausbreitung der von Groszkolbenmnaschinen erzeungten Bodenschwingungen in die Tiefe, J. Springer, Berline.
  12. 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.
  13. 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.
  14. Deutsches Institut fuer Normung (DIN 4150) (1986). Deutsche Normen: Erschutterungen im Bauwesen-Einwirkungen auf bauliche Anlegen, Germany.
  15. Earthquake Engineering and Soil Dynamics, St. Louis, MO, 11-15 March 1991. University of Missouri at Rolla, Rolla, MO, pp. 1461-70.
  16. Florida Department of Transportaiton (2004). Standard Specifications for Road and Bridge Contruction, Tallahassee, FL.
  17. 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.
  18. 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.
  19. 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.
  20. 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).
  21. Itoh, K. (2003). "Physical Modelling of Wave Propagation from Ground Vibration and Vibration Countermeasure," PhD Dissertation, Tokyo Institute of Technology.
  22. 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
  23. 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.
  24. 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.
  25. Massarsch, K. R. (1991). Ground vibration isolation using gas cushions. In: Proceedings of the 2nd International Conference on Recent Advances in Geotechnical.
  26. 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
  27. Minnesota Department of Transportation (2012). "Impact of Vibratory Equipment to Surrounding Environments during Construction," Transportation Research Synthesis 1201, July 2012.
  28. 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.
  29. Peng, S. M. (1972). "Propagation and Screening of Rayleigh Waves in Clay," Master's Engineering Thesis no. 386, Asian Institute of Technology, Bangkok.
  30. 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).
  31. Rausch, E. (1942). "Maschinenfundamente und Andere Dynamische Bauaufgaben," Vertrieb VDI, Verlag G.M.B.H., Berlin, Germany.
  32. Richart, F., Hall, J., Woods, R. (1970). Vibrations of Soils and Foundations. Prentice Hall, Englewood Cliffs, NJ.
  33. 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).
  34. 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.
  35. 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.
  36. Sivinkin, M. R. Drawbacks of Blast Vibration Regulations, www.vulcanhammer.net/Svinkin/BLST-CRT.pdf (accessed May 17, 2013).
  37. Standards Australia (1983). Explosives-Storage, Transport, and Use, AS 2187.2, Sydney, Australia.
  38. 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)
  39. Swiss Association of Standarization (1978). Effects of Vibration of Construction, SN 640 312, Zurich, Switzerland.
  40. Tao, M., Zhang, M. (2012). "Update LADOTD Policy on Pile Driving Vibration Management", Report FHWA/LA.11/483, Louisiana Department of Transportation, February 2012.
  41. 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
  42. Washington State Department of Transportation (2008). Noise and Vibration Technical Memorandum, "SR99: Alaskan Way Viaduct & Seawall Replacement Program," (accessed in March 21, 2013).
  43. Webb, J. F. (1976). Noise control in industry. Sound Research Laboratories Limited, Holbrook Hall Sudbury, Suffolk, U.K.
  44. Whiffen, A. C., Leonard, D. R. (1971). "A Survey of Traffic-induced Vibrations", RRL report LR 418, Transportation and Road Research Laboratory, Crowthorne, UK.
  45. 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.
  46. 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.
  47. Woods, R. D. (1968). "Screening of Elastic Waves by Trenches," Journal of Soil Mechanics Division, ASCE, Vol. 94, No. SM4, pp. 951-979
  48. 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.
  49. 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
  50. 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
  51. 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)