{"title":"基于广义饱和多孔介质模型的任意类型层状介质的全局矩阵法","authors":"Hongquan Liu, Shaolin Chen, Jiao Zhang, Yanhong Zhang","doi":"10.1002/nag.70022","DOIUrl":null,"url":null,"abstract":"<div>\n \n <p>Realistic shallow surface models often contain layered configurations of different types of media, which poses a challenge to wave propagation simulation. The traditional transfer matrix method requires cumbersome re-deriving of formulas and re-programming when dealing with different layered configurations. In this study, a unified algorithm, termed the global matrix method, is derived based on generalized saturated porous medium model for solving wave problems for arbitrary types of layered media (including fluid, solid, and saturated porous media) and their arbitrary combinations. The discontinuous properties between two different media are handled by a novel, universal interface continuity condition. The global matrix method is applied to solve the plane wave problem for three typical layered configurations, including the layered marine site, the layered soils containing groundwater, and the layered polar marine site overlying ice sheets. Furthermore, the effects of some parameters on the results are also analyzed. The results sufficiently illustrate the correctness of the global matrix method and its generality for different layered configurations. In any case, this method provides a uniform and convenient option for solving the free field for earthquake engineering.</p>\n </div>","PeriodicalId":13786,"journal":{"name":"International Journal for Numerical and Analytical Methods in Geomechanics","volume":"49 15","pages":"3435-3451"},"PeriodicalIF":3.6000,"publicationDate":"2025-07-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A Global Matrix Method for Arbitrary Types of Layered Media Based on Generalized Saturated Porous Medium Model\",\"authors\":\"Hongquan Liu, Shaolin Chen, Jiao Zhang, Yanhong Zhang\",\"doi\":\"10.1002/nag.70022\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div>\\n \\n <p>Realistic shallow surface models often contain layered configurations of different types of media, which poses a challenge to wave propagation simulation. The traditional transfer matrix method requires cumbersome re-deriving of formulas and re-programming when dealing with different layered configurations. In this study, a unified algorithm, termed the global matrix method, is derived based on generalized saturated porous medium model for solving wave problems for arbitrary types of layered media (including fluid, solid, and saturated porous media) and their arbitrary combinations. The discontinuous properties between two different media are handled by a novel, universal interface continuity condition. The global matrix method is applied to solve the plane wave problem for three typical layered configurations, including the layered marine site, the layered soils containing groundwater, and the layered polar marine site overlying ice sheets. Furthermore, the effects of some parameters on the results are also analyzed. The results sufficiently illustrate the correctness of the global matrix method and its generality for different layered configurations. In any case, this method provides a uniform and convenient option for solving the free field for earthquake engineering.</p>\\n </div>\",\"PeriodicalId\":13786,\"journal\":{\"name\":\"International Journal for Numerical and Analytical Methods in Geomechanics\",\"volume\":\"49 15\",\"pages\":\"3435-3451\"},\"PeriodicalIF\":3.6000,\"publicationDate\":\"2025-07-29\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal for Numerical and Analytical Methods in Geomechanics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://onlinelibrary.wiley.com/doi/10.1002/nag.70022\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal for Numerical and Analytical Methods in Geomechanics","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/nag.70022","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
A Global Matrix Method for Arbitrary Types of Layered Media Based on Generalized Saturated Porous Medium Model
Realistic shallow surface models often contain layered configurations of different types of media, which poses a challenge to wave propagation simulation. The traditional transfer matrix method requires cumbersome re-deriving of formulas and re-programming when dealing with different layered configurations. In this study, a unified algorithm, termed the global matrix method, is derived based on generalized saturated porous medium model for solving wave problems for arbitrary types of layered media (including fluid, solid, and saturated porous media) and their arbitrary combinations. The discontinuous properties between two different media are handled by a novel, universal interface continuity condition. The global matrix method is applied to solve the plane wave problem for three typical layered configurations, including the layered marine site, the layered soils containing groundwater, and the layered polar marine site overlying ice sheets. Furthermore, the effects of some parameters on the results are also analyzed. The results sufficiently illustrate the correctness of the global matrix method and its generality for different layered configurations. In any case, this method provides a uniform and convenient option for solving the free field for earthquake engineering.
期刊介绍:
The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.