TECHNICAL PAPERS
Mar 1, 2000

Seismic Wave Propagation in Elastic-Viscoplastic Shear Layers

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 126, Issue 3

Abstract

A computational method is introduced for simulating seismic wave propagation in elastic-viscoplastic shear layers. The fundamental dynamics are expressed by two partial differential equations for shear stress and velocity, the balance of momentum, and the elastic-viscoplastic constitutive law. They are converted to those for the upward and downward components of horizontally-polarized motion and then a finite difference method is applied. Seismic wave propagation is computed, considering the reflection and refraction rule at the contact boundary of two layers, as well as the boundary conditions at the bottom and top. Simulation analyses for the observed records show that the proposed method is effective and practical, although it cannot simulate liquefaction phenomena.

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References

1.
Aguirre, J., and Irikura, K. (1997). “Nonlinearity, liquefaction, and velocity variation of soft soil layers in Port Island, Kobe, during the Hyogoken-Nanbu Earthquake.” Bull. Seismological Soc. of Am., 87(5), 1244–1258.
2.
Cristescu, N. (1967). Dynamic plasticity. North-Holland, Amsterdam.
3.
Finn, W. D. L., Lee, K. W., and Martin, G. R. (1977). “An effective stress model for liquefaction.”J. Geotech. Engrg. Div., ASCE, 103(6), 517–533.
4.
Hardin, B. O., and Dernevich, V. P. (1972). “Shear modulus and damping in soils: Design equations and curves.”J. Soil Mech. and Found. Div., ASCE, 98(7), 667–692.
5.
Hirsh, C. (1990). Numerical computation of internal and external flows. Wiley, West Sussex, U.K.
6.
Japan Society of Civil Engineers (JSCE). (1995). Preliminary report on the Great Hanshin Earthquake. JSCE, Tokyo.
7.
Japanese Geotechnical Society (JGS). (1996). “Special issue on geotechnical aspects of the January 17, 1995, Hyogoken-Nanbu Earthquake.” Soil and Found., Tokyo.
8.
Katayama, T., and Sato, N. (1982). “Ground strain measurement by a very density located seismometer array.” Proc., 6th Japan Earthquake Engrg. Symp., 241–248.
9.
Katayama, T., Yamazaki, F., Nagata, S., Lu, L., and Türker, T. (1990). “Development of strong motion database for the seismometer array.” Rep. No. 90-1 (14), Earthquake Disaster Mitigation Engrg. Lab., Inst. of Industrial Science, University of Tokyo, Tokyo.
10.
Kobe City. (1996). “Ground change investigation in reclaimed islands by Hyogoken-Nanbu Earthquake.” Rep. Kobe, Japan (in Japanese).
11.
MacCormack, R. W. ( 1968). “The effect of viscosity in hypervelocity impact cratering.” American Institute of Aeronautics and Astronautics, Paper 69-354.
12.
Pande, G. N., and Zienkiewicz, O. C. (ed.) (1982). Soil mechanics—Transient and cyclic loads. Wiley, Chichester, U.K.
13.
Schnabel, P. B., Lysmer, J., and Seed, H. B. (1972). “SHAKE: A computer program for earthquake response analysis of horizontally layered sites.” Rep. No. EERC 72-12, University of California, Berkeley, Calif.
14.
Shampine, L. F. (1994). Numerical solution of ordinary differential equations. Chapman & Hall, New York.
15.
Yamada, K. (1999). “Computation for rheological phenomena of elastic-viscoplastic body.”J. Engrg. Mech. ASCE, 125(1), 11–18.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 126Issue 3March 2000
Pages: 218 - 226

History

Received: Jan 6, 1998
Published online: Mar 1, 2000
Published in print: Mar 2000

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Authors

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Kazuhiko Yamada
Sr. Res. Engr., Kobori Res. Complex, Kajima Corp., KI Build., 6-5-30 Akasaka, Minato-ku, Tokyo 107-8502, Japan.

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