The conditions and mechanism of sudden change of stability-loss are studied as well.The critical stability-loss deepness of an instability point is given by the model.
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释义
从理论上分析了边坡失稳的突变条件,并提出临界失稳深度,在此基础上建立了反倾层状岩石边坡的稳定性评价方法。
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