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- W2502482253 abstract "This paper deals with the numerical simulation of heterogeneous soil profile and focuses its probabilistic response under uniform seismic environment. Soil properties of interest are shear modulus and fraction of critical damping, modelled as spatially random fields. Shear modulus is modelled using the lognormal distribution which enables analysing its large variability, whereas, fraction of critical damping is modelled using the Beta distribution as it is bounded for soil media between two extreme values. The seismic response is carried out via Monte Carlo simulations combined with deterministic finite element method. In this paper, the level of heterogeneity influence on the acceleration response at ground surface in time and frequency domains is investigated. The analysis integrates also, the correlation between the two soil properties. Results of this analysis indicate that the heterogeneity highly influences the behaviour of soil profile which induces differential movement at ground surface and makes in evidence filtering effect of frequencies, making hence the simulated soil softer." @default.
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- W2502482253 date "2009-05-26" @default.
- W2502482253 modified "2023-09-23" @default.
- W2502482253 title "Probabilistic Seismic Response of Heterogeneous Soil Profile" @default.
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- W2502482253 doi "https://doi.org/10.4203/ccp.76.53" @default.
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