Abstract
In order to calculate the static load model and the live load of the bridge pile foundation on the validation of the simplified, with a single pile in clay under vertical cyclic loads on the pile top settlement and axial force of pile model test, the effect of vertical cyclic loading condition, bearing capacity and settlement of single pile. The influence of cycle times on the settlement of pile head and the axial force of pile body is put forward, which provides the data support for the evaluation of the bearing capacity of the later bridge pile foundation.
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