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Use of global sensitivity analysis to assess the soil poroelastic parameter influence

机译:使用全局敏感性分析评估土壤孔隙弹性参数的影响

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摘要

In this study, we show how a global sensitivity analysis method can be used to obtain relevant information for the interpretation of the mechanical wave propagation phenomena involved in a poroelastic soil that takes into account the presence of water. The present investigation addresses the issue of the identification and the ranking of the most influential parameters. The sensitivity indices provide a variance-based measure of the uncertainty effects of the input parameters on the mechanical outputs of the model. It allows quantification of, on the one hand, the influence of each parameter and on the other hand, the possible interactions between all the parameters. Numerical simulations are performed in a laboratory-scale configuration: a fluid medium overlying a poroelastic material is submitted to a transient excitation, and the coupling of the acoustic and Biot models is solved using a semi-analytical approach. The analysis of the temporal and spatial evolution of partial variances highlights the most important parameters and the complementary information contained in the signals in function of both the time and the receiver location. In particular, we show that the description of the poroelastic waves is governed by only a restricted number of parameters for the configuration under study.
机译:在这项研究中,我们展示了如何使用全局灵敏度分析方法来获得相关信息,以解释考虑到水的存在的多孔弹性土壤中涉及的机械波传播现象。本研究解决了最有影响力的参数的识别和排名问题。灵敏度指标为输入参数对模型的机械输出的不确定性影响提供了基于方差的度量。它一方面可以量化每个参数的影响,另一方面可以量化所有参数之间可能的相互作用。数值模拟是在实验室规模的配置中执行的:将覆盖多孔弹性材料的流体介质进行瞬态激发,并使用半解析方法解决了声学模型和Biot模型的耦合问题。对部分方差的时间和空间演变的分析突出了最重要的参数以及信号中包含的随时间和接收器位置而变的补充信息。特别是,我们表明,对多孔弹性波的描述仅受所研究构型的有限数量的参数支配。

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