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- W4360614446 abstract "In this study, an experimental investigation is conducted to determine the soil-pile separation lengths and frequency-amplitude responses of a single pile under rotating machine induced coupled, i.e., horizontal and rocking vibrations. Forced vibration tests are performed in the field on the single pile made of a hollow steel pipe of length 5.8 m and an outer diameter of 0.166 m to determine the frequency-amplitude responses for four different eccentric moments. The frequency-amplitude responses display nonlinearity of the soil-pile system. The soil-pile separation lengths for all the eccentric moments are deduced by measuring the contact pressure between the pile and soil. The nonlinear responses characteristics of the soil-pile system is also obtained from the continuum approach analysis using the experiential soil-pile separation length and frequency-amplitude responses. From the analysis, the variation of the parameters responsible for the nonlinear responses of the piles with depth and eccentric moment are determined." @default.
- W4360614446 created "2023-03-24" @default.
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- W4360614446 date "2023-03-23" @default.
- W4360614446 modified "2023-09-26" @default.
- W4360614446 title "Nonlinear Characteristics of Single Piles under Rotating Machine Induced Coupled Vibration Using Both Experimental and Numerical Studies" @default.
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- W4360614446 doi "https://doi.org/10.1061/9780784484654.017" @default.
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