This paper gives the basic theory and computation method of high? Steep rocky slope under earthquake loads and the formulae for evaluating slope stability.
简述了岩质陡高边坡地震动力响应分析的基本原理与计算方法，建立了评价稳定性的计算公式。
Stability forecast model for high steep rocky slope was studied by Linear and nonlinear methods with the case of east open-pit high steep slope in Daye Iron Mine.
结合大冶铁矿东露天高陡边坡，运用线性和非线性方法研究了岩质高陡边坡的稳定性预测模型。
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