A theoretic displacement solution of elastoplastic deformation for the tunnel in soft rocks is derived from the fundamental equations of the axisymmetrical plane strain, elastoplastic problem.

 
  • 從軸對稱(chēng)平面應變問(wèn)題的基本方程出發(fā),導出了軟巖巷道彈塑性變形的位移理論解答,并給出了現有應力與位移理論解的適用條件。
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