[I-220] Model of Earth Pressure Acting on Pile Foundation of Bridge Abutment Located on Liquefied Ground and its Verification Simulation (Part 2: Model of pile earth pressure)
Keywords:liquefaction, earth pressure, pile
In the current evaluation method of seismic performance for the road bridge abutments, the effect of earth pressure from the liquefied layer has not been taken into consideration yet. Therefore, to rationally evaluate the seismic performance and retrofitting effect of the existing abutments, it is necessary to consider the earth pressure due to soil liquefaction.
In part 2, in the modeling of the earth pressure distribution along the depth direction of the pile foundation, the influence of pile arrangement and liquefaction level calculated by the liquefaction strength curve is considered.
In part 2, in the modeling of the earth pressure distribution along the depth direction of the pile foundation, the influence of pile arrangement and liquefaction level calculated by the liquefaction strength curve is considered.
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