Abstract: Being possessed of a low strength, the cemented-soil pile usually is not used in retaining structure. Through analyzing the experimental results of reinforced cemented-soil, it is shown that the reinforced cemented-soil beams have a higher capacity to resist bending load than pure cemented-soil piles and the adhesive bond strength is enough to avoid relative slippage between steel and cemented-soil at certain cement content ratio.This study provides experimental foundations for reinforced cemented-soil being used into practice.