Abstract
In this study, static loading experiments were conducted to study the structural performance of pile cap for single pile with horizontal two-way eccentricity and to establish its strength evaluation method. The results indicated that the maximum residual crack width and stresses of the reinforcements were lower than the limit values when the capacities of the specimens reached the allowable strengths. In addition, it was shown that the calculated results of the ultimate strength for each members using the bending analysis by the fiber model were showed good agreement with the maximum capacities of all specimens in this paper.
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