1987 年 1987 巻 385 号 p. 79-87
In cutting earth works in the slope areas, it is considered that one of the design principles is to minimize the cutting volume of soil mass. It is possible, the steel bar reinforcement slope stabilization method described in this paper, is to be able to keep the stability of a steep cut slope by using the least reinforcement steel bars. The authors collected and analyzed 23 execution examples and the fundamental thoughts on the application and the design method were summarized. In this paper, the application slopes are classified into 6 types, and the reinforcement steel bar effects for each slope type are described.