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系统可靠性理论在肋柱锚杆体系中的应用

, PP. 37-41

Keywords: 道路工程,系统可靠指标,结构功能函数,肋柱锚杆体系,随机变量

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Abstract:

运用系统可靠性理论,建立了锚杆挡墙中肋柱锚杆体系的系统可靠性模型。根据规范推荐的主动土压力的计算方法,考虑锚杆的多种失效方式,导出了肋柱锚杆体系的结构功能函数。编制程序对算例进行分析计算,得到了锚杆系统不同破坏模式下的可靠指标。最后讨论了随机变量的变异性对系统可靠度的影响以及单根锚杆可靠指标随岩土体深度的变化,发现参数φ的变异性对锚杆体系可靠指标的影响最大,单根锚杆的可靠度随深度迅速降低。

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