MODELING OF AN OBLIQUE INCIDENT P1-WAVE IN A WATER SATURATED SOIL WITH THE WAVE BASED METHOD

M. Lainer, G. Müller

Research output: Contribution to journalConference articlepeer-review

Abstract

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.

Keywords

  • Biot’s theory
  • Oblique incident wave
  • Wave Based Method

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