Dynamic response of composite linings of shallowly buried tunnels in saturated soils subjected to incidence of plane Rayleigh waves
Based on the Biot wave theory and the Fourier-Bessel series expansion method, a mechanical model for scattering of composite linings of shallowly buried tunnels in saturated soils subjected to incidence of plane Rayleigh waves is established. The analytical solutions of dynamic stress concentration...
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| Hlavní autor: | |
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| Médium: | Artigo |
| Jazyk: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2022-03-01
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| Edice: | Yantu gongcheng xuebao |
| Témata: | |
| On-line přístup: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE202203006 |
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