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- W578022715 abstract "Abdoun (1997) and Dobry and Abdoun (1998) studied the effect of lateral spreading on end bearing single piles without any restraint at the top of the pile using a centrifuge model. The bending moments in the pile due to the liquefied soil pressure were measured at different points along the pile. From the measured maximum moments, Dobry and Abdoun found that the pressure exerted by the soil per unit area of the pile has an approximately triangular shape with depth, with a maximum pressure of 17.7 kN/sq m occurring at the top of the pile. This task continues Abdoun's (1997) work, by considering the effect of a restraining element above the ground surface simulating the stiffness of the bridge deck in the direction of the lateral spread (typically the longitudinal stiffness of the bridge)." @default.
- W578022715 created "2016-06-24" @default.
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- W578022715 date "1999-01-01" @default.
- W578022715 modified "2023-09-27" @default.
- W578022715 title "CENTRIFUGE MODELING OF LIQUEFACTION EFFECTS: UPDATE PROGRESS ON NCEER HIGHWAY PROJECT 106" @default.
- W578022715 hasPublicationYear "1999" @default.
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