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

IF 3.6 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Hongquan Liu, Shaolin Chen, Jiao Zhang, Yanhong Zhang
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引用次数: 0

摘要

真实的浅层模型往往包含不同类型介质的层状结构,这对波的传播模拟提出了挑战。传统的传递矩阵法在处理不同的分层结构时需要繁琐的重新推导公式和重新编程。本文基于广义饱和多孔介质模型,导出了求解任意类型层状介质(包括流体介质、固体介质和饱和多孔介质)及其任意组合的波动问题的统一算法——全局矩阵法。用一种新的、通用的界面连续性条件来处理两种不同介质之间的不连续特性。应用全局矩阵法求解了三种典型分层结构的平面波问题,包括层状海洋场地、层状含地下水土壤和层状极地冰盖上海洋场地。此外,还分析了一些参数对结果的影响。结果充分说明了全局矩阵方法的正确性及其对不同分层结构的通用性。无论如何,这种方法为求解地震工程中的自由场提供了一种统一而方便的选择。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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.

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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
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.
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