Abstract: This paper presents a new design method for the remediation of a rolling rock mass at Beishan Park of Yangjiang City. Factors that might affect the stability of the rolling rock mass, such as, geological conditions, construction methods and adjacent environments, are investigated. A new design method for stabilizing the rolling rock mass by using the combination of shallow buried reinforced concrete grid beam support system and steel pipe piles. Both strength of both the supporting beams and the pipe piles are checked. The displacement of the rolling rock mass was also monitored during and after the construction and the results are satisfactory. The case study has proved that this new design method is appropriate.

Key words: Rolling Rock, Shallow Buried, Reinforced Concrete Support, Steel Pipe Pile, New Design Method