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This paper discusses the seismic response of rigid cantilever retaining walls attached to a semi-infinite elastic backfill stratum. It presents exact frequency equations and spectra for free vibration, evaluates three analytical approximation approaches for their accuracy, and derives horizontal and rocking impedance functions for the wall. The study concludes that all three approximation methods are reasonable in the low frequency range for practical values of Poisson
- Author
- wrayro
- Language
- EN