基于均匀设计、差分法和模糊人工神经网络建立了新的隧道围岩物理力学参数反分析方法。
The new back analysis method of physics and mechanics parameters of surrounding rock was established by uniform design, calculus of differences and fuzzy artificial neural networks in this paper.
本文分析了软岩工程围岩的物理和力学参数的随机性。
Randomness of physical and mechanical parameters of soft rock was analyzed in this paper.
本文分析了软岩工程围岩的物理和力学参数的随机性。
Randomness of physical and mechanical parameters of soft rock was analyzed in this paper.
应用推荐