Abstract
Many attempts have been made to quantify the propagation and interaction of elastic waves. Woods [1], for example, examined the role of trenches in isolating a building from vibration. Dally and Lewis [2] studied the effects of a slit on a propagating Rayleigh wave through the use of dynamic photoelasticity. Gupta and Kisslinger [3] observed the surface displacements in an explosively generated Rayleigh wave, by modeling a half space with a plane and employing capacitor probes to measure the vertical and radial displacement. DeBremaecker [4] studied the transmission and reflection of Rayleigh waves at corners. All of the above have their shortcomings.
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References
Woods, R., “Screening of Elastic Surface Waves by Trenches”, Ph.D. Thesis, Civil Engineering Department, University of Michigan, 1967.
Dally, J.W. and Lewis, III, D., “Photoelastic Analysis of Propagation of Rayleigh Waves Past Step Shcnge in Elevation”, Seisomological Society of America Bulletin, Vol. 53, No. 2, pp. 539–563, 1968 ).
Gupta, In.N. and Kisslinger, C., “Model Study of Explosion-Generated Rayleigh Waves in a Half-Space”, Bulletin of the Seismological Society of America, Vol. 54, No. 2, pp. 475–484, 1964.
DeBremaecker, J.C., “Transmission and Reflection of Rayleigh Waves at Corners”, Geophysics, Vol. 23, No. 2, pp. 253–266, 1958.
Pekeris, C.L. and Lifson, H., “Motion of the Surface of a Uniform Elastic Half-Space Produced by a Buried Pulse”, Journal of the Acoustical Society of America, Vol. 29, No. 11, pp. 1233, 1238, 1957.
Ewing, W.M., Jordetzky, W.S. and Press, F., Elastic Waves in Layered Media, McGraw-Hill, New York, 1957.
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© 1983 Springer-Verlag Wien
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Fourney, W.L. (1983). Ground Vibration Studies. In: Rossmanith, H.P. (eds) Rock Fracture Mechanics. International Centre for Mechanical Sciences, vol 275. Springer, Vienna. https://doi.org/10.1007/978-3-7091-2750-6_13
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DOI: https://doi.org/10.1007/978-3-7091-2750-6_13
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