“…Based on some failure modes and mechanics rules, some researchers presented some analytical formulas for mirco-steel tubular pile refilled concrete,however some mechanics formulas results had more errors than some site tests data.The buckling behaviors was rarely considered in these mathematical formulas of mirco-steel tubular pile refilled concrete [5]. According to the Eurocodes, a flexural buckling resistance was presented for Micro-steel tubular piles refilled concrete, however the calculation result based on these codes of EC4,BS5400,AIJ,AISC-LRFD and GB50936 had great errors with number simulation analyses [2,5,6].…”