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TECHNICAL PAPERS

Dynamic Analysis of a One-Dimensional Poroviscoelastic Column

[+] Author and Article Information
M. Schanz

Institute of Applied Mechanics, Technical University Braunschweig, D-38023 Braunschweig, Germany

A. H.-D. Cheng

Department of Civil and Environmental Engineering, University of Delaware, Newark, DE 19716

J. Appl. Mech 68(2), 192-198 (Jul 01, 2000) (7 pages) doi:10.1115/1.1349416 History: Received December 12, 1999; Revised July 01, 2000
Copyright © 2001 by ASME
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References

Figures

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One-dimensional rheological three-parameter model
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One-dimensional column under dynamic loading
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Absolute value of the displacements |u⁁y(ω,y=l)| at the top of the column versus frequency ω
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Displacements uy(t,y=l) at the top of the column versus time t
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Pressure p(t,y=995 m) versus time: wave propagation for different values of κ in an “infinite” soil column
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Pressure p(t,y=995 m) versus time: wave propagation for different damping cases

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