Kumar, Jyant (2011) A study on determining the theoretical dispersion curve for Rayleigh wave propagation. In: Soil Dynamics and Earthquake Engineering, 31 (8). pp. 1196-1202.
A_study.pdf - Published Version
Restricted to Registered users only
Download (701Kb) | Request a copy
A method has been presented to establish the theoretical dispersion curve for performing the inverse analysis for the Rayleigh wave propagation. The proposed formulation is similar to the one available in literature, and is based on the finite difference formulation of the governing partial differential equations of motion. The method is framed in such a way that it ultimately leads to an Eigen value problem for which the solution can be obtained quite easily with respect to unknown frequency. The maximum absolute value of the vertical displacement at the ground surface is formed as the basis for deciding the governing mode of propagation. With the proposed technique, the numerical solutions were generated for a variety of problems, comprising of a number of different layers, associated with both ground and pavements. The results are found to be generally satisfactory. (C) 2011 Elsevier Ltd. All rights reserved.
|Item Type:||Journal Article|
|Additional Information:||Copyright of this article belongs to Elsevier Science.|
|Department/Centre:||Division of Mechanical Sciences > Civil Engineering|
|Date Deposited:||18 Jul 2011 08:03|
|Last Modified:||18 Jul 2011 08:03|
Actions (login required)