Analysis of earthquake induced slope fatigue by the Random Discrete Element Method dataset

This study employed the random field theory and 2D discrete element method to investigate the progressive fatigue process of a rock slope with explicit considerations of material heterogeneity. Following Monte-Carlo simulation scheme, 5400 repeated simulations were performed.

本研究采用随机场理论和二维离散元法，对考虑材料异质性的岩质边坡渐进疲劳过程进行了深入研究。遵循蒙特卡洛模拟方案，共进行了5400次重复模拟。