通过对桃源河大桥桩位偏移后各桩荷载的分析验算，提出了一种在不补桩情况下桩位偏移的补救措施。
Through the analytic checking computations of the load each pile after the pile spacing shift of Taoyuan river ′ s bridge , this article proposes the remedial measures of the pile spacing shift without adding the piles .
桃源大桥