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Study on the limit equilibrium slice method considering characteristics of inter-slice normal forces distribution: the improved Spencer method

机译:考虑层间法向力分布特征的极限平衡切片法研究:改进的Spencer法

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摘要

The limit equilibrium slice method is a universal method to determine the safety factor of a slope. However, the forms of the inter-slice normal forces distribution are not considered in the traditional limit equilibrium slice method, and the influence of different positions of thrust lines on the safety factor is not considered. Thus, an improved Spencer method is developed here, wherein the characteristics of the inter-slice normal forces distribution are considered. The safety factor of a deep concave sliding surface is calculated, and a difference of approximately 20% is found between the safety factors that are obtained using the improved method and those obtained using the traditional method. The influence rule of different forms of the inter-slice normal forces distribution on the safety factor has been studied, and the influences of various factors on the inter-slice forces contribution, the stress state of the slice and the stress state of the slip surface have been analysed. Finally, two case studies are combined to illustrate the impact of the improved method on engineering safety and economic benefits.
机译:极限平衡切片法是确定边坡安全系数的通用方法。但是,传统的极限平衡切片法没有考虑切片间法向力的分布形式,也没有考虑推力线的不同位置对安全系数的影响。因此,这里提出一种改进的Spencer方法,其中考虑了片间法向力分布的特性。计算深凹滑动表面的安全系数,发现使用改进方法获得的安全系数与使用传统方法获得的安全系数之间存在大约20%的差异。研究了不同形式的层间法向力分布对安全系数的影响规律,研究了各种因素对层间力的贡献,层间应力状态和滑动面受力状态的影响。已被分析。最后,结合两个案例研究来说明改进方法对工程安全和经济效益的影响。

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