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The aim of this preliminary research is to study the accept tolerance of driven piles with position's deviation. More than five thousand driven piles were installed in the approach bridge, which adopted two classes, i.e.Φ1.6m steel pipe pile and Φ1.0m spun pile. The original position acceptance criteria was deviation tolerance less than 75mm. This was not reasonable enough to take into account the marine construction conditions. According to a detailed comparison of the existed differentdoi:10.1051/matecconf/201820601004 fatcat:dnbv2kqlzvbgxcx3b37pps6rmm