Based on a project in Abu Dhabi,this paper calculates the vertical bearing capacity of bored piles by adopting Eurocode 7 and Chinese code respectively,analyzes the calculation results,compares the differences between two codes,and seeks for the reasonable optimization value of pile length.The design of the vertical bearing capacity of bored piles in soft rock geology is verified by pile foundation test results.The research results can provide reference for the design of bored piles foundation under similar geological conditions.