The collapsing load of the key stratum is obtained by adopting the plastical limit analysis method structure.Based on the collapsing load,the posotion of key stratum can be estimated approximatively.

 
  • 并且采用結構塑性極限分析方法解析得出了關(guān)鍵層失穩時(shí)的極限荷載,依據此極限荷載可以近似判斷出覆巖中關(guān)鍵層的位置。
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