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Steady-state response of a stratified half-space subjected to a horizontal arbitrary buried uniform load applied at a circular area

✍ Scribed by A.V. Vostroukhov; S.N. Verichev; A.W.M. Kok; C. Esveld


Publisher
Elsevier Science
Year
2004
Tongue
English
Weight
265 KB
Volume
24
Category
Article
ISSN
0267-7261

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✦ Synopsis


This paper outlines a method of analysis of the steady-state dynamic response of a stratified soil to a horizontal time-harmonic loading applied at a circular area. It is assumed the load to be uniformly distributed over the contact area and embedded at an arbitrary depth. It is shown that by means of application of integral Hankel transform, the problem can be reduced to a form of a single integral, which can be taken numerically. Results of the numerical simulations for an embedded horizontal impulse load are presented to demonstrate the efficiency of the developed procedure.