Aiming at the randomness and implicit vagueness in the slope stability analysis,a new approach by using fuzzy-random reliability is developed to analyze the stability of engineering slopes.

 
  • 針對邊坡穩定分析中出現的隨機性和模糊性問(wèn)題,提出一種計算模糊隨機可靠度的新方法并應用于工程邊坡穩定分析。
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