【摘要】 根据本矿北山山坡岩体结构特征,在岩石力学实验的基础上,分析山坡可能有5种滑动状态,用对这些滑动状态的11个数学模型进行校核计算,结果表明,考虑水影响的天然状态下各模型的安全系数均大于1.2,说明山坡是稳定的。更多还原

【Abstract】 According to the rockmass structure characteristics at the northern mountain slope and the experiments of rock mechanincs, it is found that there are possibly five kinds of sliding states. Analysis and calculation of the eleven calculation modesl for the sliding states illustrate that the safety factors for all these modesl are over 1.2 under the natural conitions(the effect of water is considered), concluding that the mountain slope is stable.更多还原