Abstract：
During design and construction of highway bridge, temporary stocking yard was usually set under the bridge due to the limited construction site. However, large-area ground heaped load may produce adverse influence on the bearing capacity of bridge pile foundation, and overload may cause foundation soil failure and engineering accident. Based on practical engineering cases, this paper studied the bearing capacity calculation method of bridge pile foundation with ground heaped load, providing theoretical references for bridge pile foundation design and construction with ground heaped load.
