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Uncertainty in seismic slope deformation model predictions

机译:地震边坡变形模型预测的不确定性

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In this article we examine how variability in driving and resisting force parameters together translate into uncertainty in seismic slope deformation predictions. Predictive uncertainty of the Newmark rigid-block and Makdisi–Seed decoupled deformation-based methods was evaluated by performing a series of probabilistic Monte Carlo simulations for two idealized slope models. Results from these analyses demonstrate that the highly non-linear relationship between acceleration ratio and displacement associated with the deformation models dictates the way in which parametric variability is propagated through the analysis and can lead to varying degrees of uncertainty in the deformation predictions. Based on this observation, three zones along the displacement-acceleration ratio relationship were identified according to their relative degree of nonlinearity and correlated with their relative influence on predictive uncertainty; these are: (i) highly uncertain, (ii) moderately uncertain and (iii) low uncertainty. Using this framework, the widely held notion of a generic “order-of-magnitude” estimate for deformation predictions is a misnomer. Based on this, it is recommended that realistic levels of parametric variability be incorporated in the seismic slope deformation analysis to establish the operating conditions of the slope system. Slopes identified as highly uncertain or moderately uncertain require a more robust probabilistic analyses to meaningfully interpret poorly constrained deformation predictions.
机译:在本文中,我们研究了驱动力和抗力参数的可变性如何共同转化为地震边坡变形预测中的不确定性。通过对两个理想的边坡模型进行一系列的概率蒙特卡罗模拟,评估了纽马克刚性块和马克迪西-塞德解耦变形方法的预测不确定性。这些分析的结果表明,加速度比和与变形模型相关的位移之间的高度非线性关系决定了参数变异性通过分析传播的方式,并且可能导致变形预测的不确定性程度不同。在此基础上,根据位移-加速度比关系的三个区域,根据其相对非线性程度确定了三个区域,并将它们与对预测不确定性的相对影响相关联。它们是:(i)高度不确定性,(ii)中度不确定性和(iii)低不确定性。使用此框架,用于变形预测的通用“量级”估计的广泛持有的概念是用词不当。基于此,建议在地震边坡变形分析中纳入现实水平的参数变异性,以建立边坡系统的运行条件。确定为高度不确定或中等不确定的边坡需要进行更可靠的概率分析,以有意义地解释约束受限的变形预测。

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