A comprehensive assessment method of stability of critical rock-block mass is presented. In this method
grey system theory
reliability theory and times series analysis are applied to assess the stability of critical rock-block mass. Taking the #V critical rock-block mass at Qingjiang Power Station for example
its stability is analyzed; and better results are got. The method is simple and practical
and it provides much rationally scientific basis for the design
excavation
construction
stability analysis
reinforcement and safety monitoring of critical rock-block mass in slope engineering.