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考虑条间推力倾角变化对不平衡推力法的修正
引用本文:文明,叶洪华.考虑条间推力倾角变化对不平衡推力法的修正[J].路基工程,2013,0(4):107-110.
作者姓名:文明  叶洪华
作者单位:广西地润矿业投资有限公司,南宁 530022
摘    要:不平衡推力法是工程上常用的一种边坡稳定性分析方法。为研究不平衡推力法中条间推力倾角变化对边坡稳定性的影响,假定了条间推力倾角角度系数μ,并令其在0到1之间取值,然后推导出修正后的不平衡推力法安全系数计算公式。通过两个边坡算例的分析,探讨了条间推力倾角角度系数μ的变化影响规律,并指出在实际工程中,通过改变μ的取值可在不平衡推力法中获得与实际情况比较相符的条间力方向。

关 键 词:边坡工程    不平衡推力法    条间推力    倾斜角度系数    安全系数
收稿时间:2019-11-05

Amendment on Unbalanced Thrust Force Method when Considering Change of Inter-slice Thrust Force Inclination
Authors:WEN Ming  YE Honghua
Abstract:Unbalanced thrust force method is a method commonly used to analyze slope stability. In order to study how change of inter-slice thrust force inclination affects slope stability, it is assumed that the angle coefficient μ of the inclination is instructed to be 0~1, and then the formula calculating safety factor for amended unbalanced thrust force method is deduced. Through analysis of two cases, the laws of angle coefficient μ change is discussed and, in practical engineering, it is pointed out that with change of μ value, the direction of inter-slice force relatively consistent with actual situation may be obtained when unbalanced thrust force method is used.
Keywords:slope engineering  unbalanced thrust force method  inter-slice thrust force  tilt angle coefficient  factor of safety
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