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This experimental study assesses the seismic performance of a rocking pile group foundation system for bridges.
Most companies prefer the corporate foundation system, which requires a minimum endowment of €150,000 spread over five years.
The choice of foundation system thus significantly affects the indoor radon concentration.
It can be effectively used to perform the design of a superstructure-piled raft foundation system.
Mooring foundation system is one of the key components for Submerged Floating Tunnel (SFT).
The developed model and an impedance function method are applied to an offshore platform with a pile soil foundation system.
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The effect of soil-structure interaction is evaluated through dimensionless parameters characterizing the structure-foundation system.
This newly proposed framework is computationally effective in determining engineering demand parameters in dam-reservoir-foundation system.
Additionally, the importance of the relative rigidity between the soil-foundation system and the bridge structure is also investigated.
Transfer functions for displacement of the turbine system are obtained and the modal frequencies of the combined turbine-foundation system are estimated.
The seismic response of gravity dams is typically derived under a deterministic finite element model for the dam-reservoir-foundation system.
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