Joint inversion of Love Wave and Rayleigh Wave for Evaluating the Subsurface Stiffness Structure

지반 강성구조 평가를 위한 러브파와 레일리파의 동시역산해석

  • 조성호 (중앙대학교 토목공학과) ;
  • 이일화 (한국철도기술연구원 궤도토목연구본부)
  • Published : 2005.03.25

Abstract

Love wave and Rayleigh wave are the major elastic waves belonging to the category of the surface wave. The fact that Love wave is not contaminated by P-wave which makes Love wave superior to Rayleigh wave and other body waves. Therefore, the information that Love wave carries is more distinct and clearer than the information of Rayleigh wave. Based on theoretical research, the joint inversion analysis which is used both Love wave dispersion information and Rayleigh wave dispersion information was proposed. Purpose of the joint inversion analysis is to improve accuracy and convergency of inversion results utilizing that frequency contribution of each wave is different. This analysis technique is consisted of the forward modeling using transfer matrix, the sensitivity matrix determined to the ground system and DLSS(Damped Least Square Solution) as a inversion technique. The application of this analysis was examined through the field test.

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