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首页> 外文期刊>Journal of China University of Mining and Technology >Study of Slope Reinforcement Force Based on FLAC
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Study of Slope Reinforcement Force Based on FLAC

机译:基于FLAC的边坡加固力研究

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摘要

A slope will slide if the unbalanced force does not tend to zero when the stability of the slope is analyzed with the help of FLAG. Thus the ultimate reason of slope sliding is the unbalanced force determined by FLAG. The slope will remain stable if the unbalanced force is counterbalanced by a reinforcement force which is produced by a suitable reinforcement method. In this paper, the stability of the slope was analyzed by using FLAC, and the unbalanced force of the slope was obtained through the FISH function in FLAC. According to the equilibrium conditions, the relationship between the reinforcement force and unbalanced force was derived and accordingly the reinforcement force was determined. The reinforcement design was adopted by using pre-stressed anchor bars on the basis of the reinforcement force. An example is used to show that the effect of slope reinforcement based on the reinforcement force is safe and economical. The method doesn't need to suppose a sliding surface to obtain the reinforcement force, and it is also clear in physical meaning. So this method realized the organic unification of the stability analysis and the slope reinforcement.
机译:如果借助FLAG分析坡度的稳定性,如果不平衡力不会趋于零,则坡度会滑动。因此,斜坡滑移的最终原因是由FLAG确定的不平衡力。如果通过适当的加固方法产生的加固力抵消了不平衡力,则坡度将保持稳定。本文利用FLAC分析了边坡的稳定性,并通过FLAC中的FISH函数获得了边坡的不平衡力。根据平衡条件,推导了加力与不平衡力之间的关系,从而确定了加力。在预应力的基础上,通过使用预应力锚杆来采用预应力设计。算例表明,基于加固力的边坡加固效果既安全又经济。该方法无需假设滑动表面即可获得增强力,并且在物理意义上也很清楚。因此,该方法实现了稳定性分析与边坡加固的有机统一。

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