The direct boundary integral equation technique is used to study in-plane surface ampli"cation of in-plane seismic body waves for the case of an inhomogeneity in a bedrock half-space. In the studied soil con"guration, a soil layer rests on a rock half-space which includes a rock inclusion. The rock
Two-dimensional scattering of SH waves due to a discontinuity in bedrock
โ Scribed by Heymsfield, Ernest
- Publisher
- John Wiley and Sons
- Year
- 1999
- Tongue
- English
- Weight
- 243 KB
- Volume
- 28
- Category
- Article
- ISSN
- 0098-8847
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โฆ Synopsis
The direct boundary integral equation technique is applied to determine the impact on surface ampli"cation caused by an inhomogeneity in a bedrock half-space. The particular soil-rock con"guration studied is one in which a soil layer rests on a rock half-space which includes a rock inclusion. The particular rock inclusion considered for this study is a semi-in"nite rock layer with its upper boundary bordering the soil layer. Materials are considered viscoelastic except for the section of the rock half-space below the level of the rock inclusion which is considered elastic. A parametric study is performed to determine controlling factors for surface displacement due to a vertically incident shear wave. The study includes varying the sti!ness and the thickness of the inclusion for a range of frequencies. Solutions from a one-dimensional analysis are compared with the results of a two-dimensional analysis in order to establish limits inside of which a two-dimensional analysis is required.
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