基于多级遗传算法的流-固耦合介质声弹动力成像探测地下洞室

IF 4.7 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Journal of Computing in Civil Engineering Pub Date : 2023-01-01 DOI:10.1061/(asce)cp.1943-5487.0001058
Bruno Guidio, Boo Hyun Nam, Chanseok Jeong
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引用次数: 1

摘要

本文研究了利用从计算域顶面发起的弹性动力波和声波对耦合流固系统进行成像的可行性。考虑了一个流体层被两个固体层包围的一维系统。采用吸波边界条件(WABC)截断底部固体层。声波响应由位于顶部表面的传感器测量,测量的信号包含有关底层物理系统的信息。利用实测的波响应,确定了固体层的弹性模量和固体层与流体层之间的界面深度。采用多级遗传算法结合频率延拓法对所寻参数进行反演。数值结果表明:(1)该方法可以重构固流界面深度和弹性模量;(2)频率延拓方案提高了参数估计值向目标值收敛性;(3)采用全固体模型进行初步反演,通过显示一个杨氏模量非常大(与水的体积模量相似)、质量密度与水相似的层,可以识别模型中是否存在流体层。然后利用基于流-固模型的初级遗传算法反演土壤特性,对流体层位置进行微调。如果这项工作扩展到3D环境,它可以帮助寻找地质构造中未知位置的充满流体的空隙,这些空隙可能导致地面不稳定和/或塌陷(例如,自然或人为的天坑、城市塌方等)。
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Multilevel Genetic Algorithm–Based Acoustic–Elastodynamic Imaging of Coupled Fluid–Solid Media to Detect an Underground Cavity
This work studied the feasibility of imaging a coupled fluid–solid system using the elastodynamic and acoustic waves initiated from the top surface of a computational domain. A one-dimensional system, in which a fluid layer was surrounded by two solid layers, was considered. The bottom solid layer was truncated using a wave-absorbing boundary condition (WABC). The wave responses were measured by a sensor located on the top surface, and the measured signal contained information about the underlying physical system. Using the measured wave responses, the elastic moduli of the solid layers and the depths of the interfaces between the solid and fluid layers were identified. A multilevel genetic algorithm (GA) combined with a frequency-continuation scheme to invert the values of sought-for parameters was employed. The numerical results showed that (1) the depths of solid–fluid interfaces and elastic moduli can be reconstructed by the presented method, (2) the frequency-continuation scheme improves the convergence of the estimated values of parameters toward their targeted values, and (3) a preliminary inversion using an all-solid model can be employed to identify if a fluid layer exists in the model by showing one layer with a very large value of Young’s modulus (with a value similar to that of the bulk modulus of water) and a mass density similar to that of water. Then the primary GA inversion method, based on a fluid–solid model, can be utilized to adjust the soil characteristics and fine-tune the locations of the fluid layer. If this work is extended to a 3D setting, it can be instrumental in finding unknown locations of fluid–filled voids in geological formations that can lead to ground instability and/or collapse (e.g., natural or anthropogenic sinkholes, urban cave-in subsidence, and so forth).
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来源期刊
Journal of Computing in Civil Engineering
Journal of Computing in Civil Engineering 工程技术-工程:土木
CiteScore
11.90
自引率
7.20%
发文量
58
审稿时长
6 months
期刊介绍: The Journal of Computing in Civil Engineering serves as a resource to researchers, practitioners, and students on advances and innovative ideas in computing as applicable to the engineering profession. Many such ideas emerge from recent developments in computer science, information science, computer engineering, knowledge engineering, and other technical fields. Some examples are innovations in artificial intelligence, parallel processing, distributed computing, graphics and imaging, and information technology. The journal publishes research, implementation, and applications in cross-disciplinary areas including software, such as new programming languages, database-management systems, computer-aided design systems, and expert systems; hardware for robotics, bar coding, remote sensing, data mining, and knowledge acquisition; and strategic issues such as the management of computing resources, implementation strategies, and organizational impacts.
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