摘要
This paper first studies the transition matrix formulation for the analysis of responses of an elastic halfspace with a buried tunnel subjected to obliquely incident waves. The basis functions are constructed using the moving P-, SV-, and SH-wave source potentials and to represent the scattered and refracted wave fields in series forms. The associated T-matrix expression of elastic inclusion is derived using Berti's third identity. Second, this study proposes a technique for calculating the integral representation of basis functions in the wave-number domain using the method of steepest descent. Finally, typical numerical results obtained under incident plane waves are presented for verification.
| 原文 | English |
|---|---|
| 頁(從 - 到) | 405-418 |
| 頁數 | 14 |
| 期刊 | Journal of Mechanics |
| 卷 | 24 |
| 發行號 | 4 |
| DOIs | |
| 出版狀態 | Published - 12月 2008 |
指紋
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