In this contribution, a coupling approach between the Wave Based Method and an oblique incident P1-wave is presented. The approach is used to model a poroelastic halfspace with an empty canyon by applying Biot’s theory for low frequencies. The system’s response is compared with a reference solution from literature. Moreover, a second coupling approach is introduced to permit the modeling of a filled canyon. In the special case of a canyon filled with the material of the surrounding soil, the simulation results are compared with the underlying analytical solution

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Published on 01/07/24
Accepted on 01/07/24
Submitted on 01/07/24

Volume Structural Mechanics, Dynamics and Engineering, 2024
DOI: 10.23967/wccm.2024.077
Licence: CC BY-NC-SA license

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