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- W2029155087 abstract "This study presents the results of modeling the soil-pile interaction phenomenon under acceleration-time history seismic loading. The studies are carried out for three sets of single piles with different diameters which consider the effect of gapping between soil and pile in more details. The Drucker-Prager soil constitutive law is used to model soil behavior while the behavior of the concrete piles is assumed to be elastic. Analyses were conducted by the commercial program ABAQUS 6.8 and the results were converted to the corresponding frequency magnitudes that are of more interest for the frequency dependent transfer and impedance functions regarding the kinematic and inertial interactions, respectively. The results showed that the effect of gapping on the kinematic interaction is to increase the displacement of the pile head compared to free-field. In addition, gapping causes reduction in the stiffness and damping of the system in general." @default.
- W2029155087 created "2016-06-24" @default.
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- W2029155087 date "2010-05-14" @default.
- W2029155087 modified "2023-09-25" @default.
- W2029155087 title "The Effect of Soil-Pile Separation on the Transfer and Impedance Functions" @default.
- W2029155087 doi "https://doi.org/10.1061/41106(379)10" @default.
- W2029155087 hasPublicationYear "2010" @default.
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