The stability of the end slopes, i. e. concave slopes has been analysed with modelling and by means of the finite element method in axial symmetry system.
对该矿的端帮，即平面凹形边坡的稳定性用滑坡模型试验及有限元法进行了分析。
The stability of the end slopes, i. e. concave slopes has been analysed with modelling and by means of the finite element method in axial symmetry system.
对该矿的端帮，即平面凹形边坡的稳定性用滑坡模型试验及有限元法进行了分析。
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