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TECHNICAL PAPERS

Moving Loads on an Elastic Half-Plane With Hysteretic Damping

[+] Author and Article Information
A. Verruijt, C. Cornejo Córdova

Department of Civil Engineering, Delft University of Technology, Stevinweg 1, 2628 CN Delft, The Netherlands

J. Appl. Mech 68(6), 915-922 (Jun 12, 2001) (8 pages) doi:10.1115/1.1410097 History: Received July 26, 2000; Revised June 12, 2001
Copyright © 2001 by ASME
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References

Figures

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A full cycle of deformations of a soil element
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Cyclic triaxial test and its representation by a viscoelastic element
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First root a1 as a function of ξ and ζ
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Moving point load, Δw,ν=0.0,ζ=0.001,v/cs=2.0
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Moving point load, Δw,ν=0.0,ζ=0.1,v/cs=2.0
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Moving point load, Δw,ν=0.0,ζ=0.1,v/cs=0.874032
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Moving point load, Δw at Rayleigh wave velocity
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Moving point load, σzz,ν=0.0,ζ=0.001,v/cs=2.0
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Moving point load, σzz,ν=0.0,ζ=0.1,v/cs=2.0
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Moving point load, Maximum vertical stress, ν=0.3333

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