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Safety Evaluation of Earth Retaining Wall Using Structural Reliability

机译:基于结构可靠性的挡土墙安全性评估

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摘要

This paper presents a method for evaluating the safety of gravity earth retaining wall based on reliability analysis. An analysis model of gravity retaining wall is presented, and the reliability indices are calculated for several failure modes. The method of calculating system reliability of gravity retaining wall is derived. An existing earth retaining wall, which is a real project in Northwest China retrofitted by the author, is used as numerical example, and the safety is examined using reliability based on a first order second moment method with 4 serially connected failure mechanism considered. Recognizing that the original retaining wall was under poor safety condition, an improved design was proposed by the author's research group and a retrofit was conducted accordingly. The numerical result shows that the method proposed in this study is convenient for engineering application, and the result may act as a theoretical basis for the selection of retrofitting strategy of the retaining wall structure.
机译:提出了一种基于可靠度分析的重力式挡土墙安全性评价方法。提出了重力式挡土墙的分析模型,并计算了几种破坏模式的可靠度指标。推导了重力式挡土墙系统可靠度的计算方法。作为实例,对现有的土挡土墙进行了数值模拟,该土挡土墙是作者在西北地区进行的改造工程,并基于一阶二阶矩法并考虑了4种串联故障机制,通过可靠性对安全性进行了检验。考虑到原始挡土墙的安全状况不佳,作者的研究小组提出了一种改进的设计,并进行了相应的改造。数值结果表明,所提出的方法便于工程应用,其结果可为选择挡土墙结构的改造策略提供理论依据。

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