earticle

영어

The purpose of this study was to find a reason of a slope failure by torrential rains. The subject of this study was Golden Bay golf course in Tae-An, slope failure in 2010. Analysis method contains factor of safety, strain, probability of failure and limit state design. In this paper, slope failure is described through stability analysis of characteristics of bedrock slope collapse. Not only considering the slope design but also the reinforcement method, the standard gradient of cutting the ground slope and the standard gradient according to characteristics of bedrock are listed. In slope reinforcement methods, which contains anchor, nail, rock bolt and H-beam reinforcements, the research predicts the shear strength occurrence and suggests the way to design regarding all the needed elements of slope design in the rainy season. The research suggests the way to enhance the stability of predictable problems in the process of slope design with various review methods.