An Improved Tunnel-Track Model in Saturated Poroelastic Soils to a Moving Point Load
To predict the mechanical response of a circular cavity/tunnel buried in saturated poroelastic soils to a moving point load, a semianalytical model is provided in this work. The soils are governed by Biot’s theory that describes the wave propagations for saturated poroelastic materials. The displace...
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| Autors principals: | , , , , , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Wiley
2021-01-01
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| Col·lecció: | Advances in Civil Engineering |
| Accés en línia: | http://dx.doi.org/10.1155/2021/4482364 |
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