Proposal of a Model Setup for Verification of the Origin of High Frequency Motion in Soil

Author:

Kowalczyk PiotrORCID

Publisher

Springer International Publishing

Reference14 articles.

1. Dar AR (1993) Development of a flexible shear-stack for shaking table testing of geotechnical problems. PhD thesis. University of Bristol

2. Kutter BL, Wilson DW (1999) De-liquefaction shock waves. In: Proceedings of: 7th U.S.-Japan workshop on earthquake resistant design for lifeline facilities and countermeasures against soil liquefaction, Technical Report MCEER-99-0019, pp. 295–310

3. Chau KT, Shen CY, Guo X (2009) Nonlinear seismic soil-pile-structure interactions: shaking table tests and FEM analyses. Soil Dyn Earthq Eng 29:300–310

4. Kowalczyk P (2020) Validation and application of advanced soil constitutive models in numerical modelling of soil and soil-structure interaction under seismic loading. PhD thesis. University of Trento. https://doi.org/10.15168/11572_275675

5. Kowalczyk P, Gajo A (2022) Introductory consideration supporting the idea of the release of unloading elastic waves in the steady state response of hysteretic soil (Submitted)

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