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Estimation of geological strength index through a Bayesian sequential updating approach integrating multi-source information

机译:通过集成多源信息的贝叶斯顺序更新方法估算地质力量指数

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Explicit determination of geotechnical parameters is an important but difficult task in rock engineering. Paradoxically, data are often limited even though data from multiple sources (e.g., different testing procedures, testing positions, and estimation models) are commonly available, and the integration of multi-source information for the determination of geotechnical parameters in a probabilistic context remains a great challenge. We have modified an existing Bayesian sequential updating approach and used it for the first time to estimate the geological strength index (GSI) of rock masses by integrating mull-source information in a way that considers prior information, multiple estimation models and probabilistic properties of model uncertainties. The argillaceous siltstone in Zigui County in the Three Gorges Reservoir region of China was used to quantitatively illustrate this method. Three data sets using rock mass rating (RMR)- , tunneling quality index (Q)-, and rock mass index (RMi)-based estimation models were sequentially incorporated into the Bayesian sequential updating framework, through which the information on the mean value and standard deviation of the GSI can be updated. Then a large number of equivalent GSI samples were generated through Markov chain Monte Carlo (MCMC) simulation for further statistical analysis. The results showed that the proposed Bayesian sequential updating approach can provide reasonable probabilistic estimates of the GSI, which compared well with observed data using the standard GSI chart. The Bayesian sequential updating approach is a promising tool for geotechnical parameter estimation and can combine large amounts of information, thereby effectively depicting the probabilistic characteristics of GSI.
机译:明确的岩土参数确定是岩石工程中的重要而艰巨的任务。矛盾的是,即使来自来自多个源(例如,不同的测试程序,测试位置和估计模型)的数据通常是有限的,并且通常可用,并且多源信息的集成以确定概率上下文中的岩土参数的确定仍然是一个巨大的挑战。我们已经修改了现有的贝叶斯顺序更新方法,并首次使用它来估计岩体的地质强度指数(GSI)通过集成Mull源信息,以考虑模型的先前信息,多估计模型和概率属性的方式不确定因素。 Zigui County的泥石石在中国三峡库区的玉米渣用于定量说明这种方法。使用岩质量额定值(RMR) - ,隧道质量指数(Q) - 以及基于岩石质量指数(RMI)的估计模型的三个数据集被顺序地纳入贝叶斯顺序更新框架,通过该框架,通过该框架和均值的信息可以更新GSI的标准偏差。然后通过Markov链蒙特卡罗(MCMC)模拟产生大量等效GSI样本以进行进一步的统计分析。结果表明,所提出的贝叶斯顺序更新方法可以提供GSI的合理概率估计,这与使用标准GSI图表的观察数据相比良好。贝叶斯顺序更新方法是岩土参数估计的有希望的工具,可以组合大量信息,从而有效地描绘GSI的概率特征。

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