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Rayleigh Waves in an Alluvial Valley

Abstract

A FINITE element technique which permits the analysis of the elfects of Love and Rayleigh waves on irregular geological structures has recently been developed1. Lysmer and Drake2 have shown that Love waves entering an alluvial valley undergo a considerable local and irregular increase of amplitude, and here I extend the study of Love waves in an alluvial valley to that of Rayleigh waves in an alluvial valley.

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References

  1. Lysmer, J., and Waas, G., J. Eng. Mech. Div., ASCE, 98, EMI, 85 (1972).

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  2. Lysmer, J., and Drake, L. A., in Methods in Computational Physics, 11, 181 (Academic Press, New York, 1972).

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  3. Waas, G., and Lysmer, J., Proc. Symposium on Applications of the Finite Element Method in Geotechnical Engineering (Vicksburg, Mississippi, 1972).

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  4. Drake, L. A., Bull. Seism. Soc. Amer., 62, 1225 (1972).

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  5. Mooney, H. M., and Bolt, B. A., Bull. Seism. Soc. Amer., 56, 43 (1966).

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  6. Bolt, B. A., in Earthquake Engineering, 1 (Prentice-Hall, New Jersey, 1970).

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  7. McDonal, F. J., Angona, F. A., Mills, R. L., Sengbush, R. L., Van Nostrand, R. G., and White, J. E., Geophysics, 23, 421 (1958).

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DRAKE, L. Rayleigh Waves in an Alluvial Valley. Nature Physical Science 240, 113–114 (1972). https://doi.org/10.1038/physci240113a0

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