A half-space singular boundary method for predicting ground-borne vibrations

被引:0
|
作者
Wei, Xing [1 ]
Liu, Dongdong [1 ]
Luo, Wenjun [1 ]
Chen, Shenshen [1 ]
Sun, Linlin [2 ]
机构
[1] Jiangxi Key Laboratory of Disaster Prevention, Mitigation and Emergency Management, School of Civil Engineering & Architecture, East China Jiaotong University, Nanchang, Nanchang,330013, China
[2] Department of Computational Science and Statistics, Nantong University, Nantong, Nantong,226019, China
基金
中国国家自然科学基金;
关键词
Frequency domain analysis - Geometry - Soils - Wave propagation;
D O I
暂无
中图分类号
学科分类号
摘要
In this study, the singular boundary method (SBM) is extended to simulate the dynamic response of the half-space saturated soils in the frequency domain. The SBM employs the fundamental solutions of the governing equations as basis functions. Thus, the domain of interest can be discretized into several source points merely on the boundary, which makes the SBM available to describe the wave propagation in the half-space soil medium. The source singularity caused by the coincidence of collocation points and source points is overcome by the origin intensity factors (OIFs), which is given for the unclosed boundary. Two numerical examples exhibit the feasibility and advantages of the proposed SBM. © 2022 Elsevier Inc.
引用
收藏
页码:630 / 643
相关论文
共 50 条
  • [21] The influence of the pavement type on ground-borne vibrations due to road traffic
    Lak, Mohammad Amin
    Degrande, Geert
    Lombaert, Geert
    PROCEEDINGS OF THE 8TH INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS, EURODYN 2011, 2011, : 777 - 784
  • [22] Singular parabolic problems in the half-space
    Metafune, G.
    Negro, L.
    Spina, C.
    STUDIA MATHEMATICA, 2024, 277 (01) : 1 - 44
  • [23] Monitoring vibro-tamper compaction by the analysis of ground-borne vibrations
    Zagyapan, M
    Bensalem, A
    Fairfield, CA
    Sibbald, A
    INSIGHT, 1998, 40 (07) : 490 - 495
  • [24] A non-parametric probabilistic model for ground-borne vibrations in buildings
    Arnst, M
    Clouteau, D
    Chebli, H
    Othman, R
    Degrande, G
    PROBABILISTIC ENGINEERING MECHANICS, 2006, 21 (01) : 18 - 34
  • [25] Ground-borne vibrations from piles: Testing within a geotechnical centrifuge
    Cui, G.
    Heron, C. M.
    Marshall, A. M.
    PHYSICAL MODELLING IN GEOTECHNICS, VOL 1, 2018, : 359 - 364
  • [26] An Improved Boundary Element Method for Predicting Half-Space Scattered Noise Combined with Permeable Boundaries
    Zheng, Wensi
    Wang, Fang
    ADVANCES IN MATHEMATICAL PHYSICS, 2024, 2024
  • [27] STUDIES ON ASSESSMENT AND REDUCTION OF GROUND-BORNE VIBRATIONS INDUCED BY RAILWAY TRAFFIC
    Lei Xiaoyan
    Liu, Qingjie
    Feng Qingsong
    Rose, Jerry G.
    INNOVATION & SUSTAINABILITY OF MODERN RAILWAY PROCEEDINGS OF ISMR' 2008, 2008, : 2 - 13
  • [28] Metamaterial approach to mitigate ground-borne vibrations induced by moving trains
    Liu, Wenlong
    Yan, Sen
    Wu, Lingling
    Zhou, Ji
    Applied Research, 2023, 2 (01):
  • [29] Comparison of Mitigation Methods for Rail-driven Ground-borne Vibrations
    Mishra, Utkarsh
    Sawant, Vishwas A.
    Sahoo, J. P.
    INDIAN GEOTECHNICAL JOURNAL, 2025,
  • [30] A track model for the prediction of ground-borne vibrations due to parametric excitation
    Gremonpre, M.
    Degrande, G.
    Lombaert, G.
    X INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS (EURODYN 2017), 2017, 199 : 2663 - 2668