Eurocode,as a new standard,is more and more widely applied in international engineering projects.By introducing a partial factor methodology against the traditional safety factor methodology,it provides multiple design approaches with adjustment of partial factors based on pile test availability,and is considered an advanced code.API-RP2A provides a most widely used method for evaluating the ultimate pile bearing capacity.This paper presented an evaluation method for pile bearing capacity by utilizing a combination of Eurocode 7 and API-RP2A based on experiences from the Simandou Project and the Kamsar Bauxite Jetty Project in Guinea,and gives a comparison to the Chinese Code for Pile Foundation of Harbor Engineering(2012).