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- W2978386823 endingPage "191" @default.
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- W2978386823 abstract "Monotonic and shaking table tests are performed using strip footings placed near a model slope. Test results indicate that footing restraint conditions affect the seismic response of near-slope footings, in terms of amplification factor and critical peak ground acceleration (PGA). The theoretical seismic bearing capacity correction factor (ηγe) vs. seismic coefficient (kh) relationships based on pseudo-static methods are in good agreement with the experimental values of ηγe provided that correction factors for load inclination, load eccentricity, footing set-back are accounted for. Furthermore, a correct empirical relationship between kh and PGA is vital in applying theoretical ηγe in earthquake engineering practices." @default.
- W2978386823 created "2019-10-10" @default.
- W2978386823 creator A5078390962 @default.
- W2978386823 date "2019-10-01" @default.
- W2978386823 modified "2023-09-26" @default.
- W2978386823 title "Experimental Verification of Seismic Bearing Capacity of Near-slope Footings Using Shaking Table Tests" @default.
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- W2978386823 doi "https://doi.org/10.1080/13632469.2019.1665148" @default.
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