The Stability and Reliability of the Marine Anchor Rock Mass under Wave Action

At present, most of the stability and reliability analysis of the coastal and anchor rocks is based on the genetic algorithm, while there is a problem that the efficiency of analysis is low. In this paper, a steady and reliability analysis method based on the wave action of the equivalent plastic strain is proposed. Firstly, the analysis model is established, and the uniform design method, radial basis neural network technology and maximum entropy principle are combined on this basis to complete the stability and reliability analysis. Experiments show that compared with traditional method, the error between the ultimate bearing capacity and the actual ultimate bearing capacity of the method in this paper is smaller, the stability and reliability analysis of the anchorage rock solid with different water content is more accurate and the effect is better.