terzaghi 極限承載公式相關問題 - 土木
By Tom
at 2015-11-27T13:46
at 2015-11-27T13:46
Table of Contents
q_ult = cNc + qNq + 0.5γB*N_γ
一般來講黏滯力c為0
那只動用到:q_ult = qNq + 0.4γB*N_γ
但是遇到偏心受力時,小弟碰到兩種公式:
(1)q_ult = qNq + 0.5γB*N_γ
(2)q_ult = q(Nq-1) + 0.5γB*N_γ
請問版上前輩們,Nq與(Nq-1)這兩個差別各使用於何處?小弟有點搞混了?
麻煩不吝嗇指導,謝謝!
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