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Error Analysis of Predicted Seismic Displacement of Earth Dams UsingSimplified Sliding Block Methods

机译:土坝预测地震位移的误差分析。简化的滑块方法

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Simplified displacement-based methods developed based on sliding blocktheory are widely used in geotechnical engineering practice to predict seismicdisplacements of earth dams and embankments. These methods are typically selectedbecause of the relatively low computational effort that they require, in combinationwith their perceived tendency to provide a reliable index of seismic slopeperformance. In this paper, a previously published database of observed seismicdisplacements for 122 earth dams and embankments was used to evaluate theaccuracy of predicted seismic displacements from six simplified sliding blockmethods. Residual error analysis was performed to compare the model-predictedvalues with those that were observed after seismic shaking. Results show that all ofthe models that were examined have the tendency to underpredict seismicdisplacement, which is of concern as it can lead to unconservative engineeringdesign. This tendency for underprediction cannot be clearly attributed to a singlephenomenon – the authors hypothesize that it may be due to a combination of factorsincluding: the inherent limitations and simplifying assumptions of the underlyingsliding block theories that were used to develop the simplified sliding block models,the inherent inability of sliding block models to capture the earthquake-inducedvolumetric compression that occurs in an embankment during shaking, and/or cyclicstrain softening during earthquake shaking, which can decrease the criticalacceleration during a seismic event.
机译:基于滑块的基于位移的简化方法 理论在岩土工程实践中被广泛用来预测地震。 土坝和堤防的位移。通常选择这些方法 由于它们所需的计算量相对较低,所以 他们认为可以提供可靠的地震斜率指标 表现。在本文中,先前发布的观测地震数据库 122个土坝和路堤的位移被用来评估 六个简化滑块预测地震位移的精度 方法。进行残留误差分析以比较模型预测的结果 值与地震震荡后观察到的值相同。结果表明,所有 检验的模型倾向于低估地震 位移,这是令人关注的,因为它可能导致不保守的工程 设计。这种低估的趋势不能明确地归因于一个单一的 现象–作者假设这可能是多种因素共同作用的结果 包括:潜在的固有限制和简化的假设 用来开发简化滑块模型的滑块理论, 滑块模型固有的无法捕获地震引起的 振动和/或循环过程中在路堤中发生的体积压缩 地震震动过程中的应变软化,可以降低临界值 地震事件中的加速度。

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