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Abstract
Multi-channel Analysis of Surface Wave is a geophysical method based on the dispersion curve obtained from Rayleigh wave to predict the stiffness of subsurface structure. To do this, one have to solve the forward modeling first. Thomson-Haskell method which was introduced by Thomson and Haskell is among the first methods used for this purpose. Unfortunately, Thomson-Haskell method has a problem on the stability when it is implemented numerically. In this papers, authors want to code Thomson-Haskell method to examine the stability property of Thomson-Haskell method which hasn’t been discussed clearly in other Thomson-Haskell’s relating papers. This will put the conerete stone for the next step of solving the inversion problem of examining near surface soil.
Issue: Vol 19 No 4 (2016)
Page No.: 188-194
Published: Dec 31, 2016
Section: Natural Sciences - Research article
DOI: https://doi.org/10.32508/stdj.v19i4.638
Copyright: The Authors. This is an open access article distributed under the terms of the Creative Commons Attribution License CC-BY 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
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