Vibration isolation effects of barriers filled with ceramsite and Sand: Full-scale model test and numerical investigation. (25th July 2022)
- Record Type:
- Journal Article
- Title:
- Vibration isolation effects of barriers filled with ceramsite and Sand: Full-scale model test and numerical investigation. (25th July 2022)
- Main Title:
- Vibration isolation effects of barriers filled with ceramsite and Sand: Full-scale model test and numerical investigation
- Authors:
- Xi, Zhang
Weili, Luo
Benhai, Lin
Jiaofen, Qin
Cheng, Liao - Abstract:
- Highlights: The ceramsite or the ceramsite-sand mix is first introduced as an in-filled material for wave barriers in mitigating railway-induced vibrations. A full-scale model test is conducted for studying the vibration isolation effects of the wave barriers in a continuous or non-continuous form. A 3D finite element analysis is conducted for a parametric study in terms of the contour map of the wavefield, the Arias intensity, the influence of different depths, and the different ceramic ratios. Abstract: Barrier is an effective vibration isolation measure to reduce railway-induced vibrations. However, the full-scale model test is seldom conducted. In this paper, the ceramsite or the ceramsite-sand mix is first introduced as an in-filled material for wave barriers in mitigating railway-induced vibrations. A full-scale model test and a 3D finite element model with a perfectly matched layer as the absorbing boundary are used for studying the vibration isolation effects of the wave barriers in a continuous or non-continuous form. Before the test, the dynamic parameters of soil in the test site are obtained by the MASW test. The transfer function and the insertion loss due to the barriers at the fixed observation points have been experimentally investigated. Subsequently, the contour map of the wavefield, the Arias intensity, the influence of different depths, and the different ceramic ratios on the vibration isolation effect are examined by the numerical model. Results show theHighlights: The ceramsite or the ceramsite-sand mix is first introduced as an in-filled material for wave barriers in mitigating railway-induced vibrations. A full-scale model test is conducted for studying the vibration isolation effects of the wave barriers in a continuous or non-continuous form. A 3D finite element analysis is conducted for a parametric study in terms of the contour map of the wavefield, the Arias intensity, the influence of different depths, and the different ceramic ratios. Abstract: Barrier is an effective vibration isolation measure to reduce railway-induced vibrations. However, the full-scale model test is seldom conducted. In this paper, the ceramsite or the ceramsite-sand mix is first introduced as an in-filled material for wave barriers in mitigating railway-induced vibrations. A full-scale model test and a 3D finite element model with a perfectly matched layer as the absorbing boundary are used for studying the vibration isolation effects of the wave barriers in a continuous or non-continuous form. Before the test, the dynamic parameters of soil in the test site are obtained by the MASW test. The transfer function and the insertion loss due to the barriers at the fixed observation points have been experimentally investigated. Subsequently, the contour map of the wavefield, the Arias intensity, the influence of different depths, and the different ceramic ratios on the vibration isolation effect are examined by the numerical model. Results show the promising screening effectiveness of the ceramsite-sand mix barrier. … (more)
- Is Part Of:
- Construction & building materials. Volume 341(2022)
- Journal:
- Construction & building materials
- Issue:
- Volume 341(2022)
- Issue Display:
- Volume 341, Issue 2022 (2022)
- Year:
- 2022
- Volume:
- 341
- Issue:
- 2022
- Issue Sort Value:
- 2022-0341-2022-0000
- Page Start:
- Page End:
- Publication Date:
- 2022-07-25
- Subjects:
- Full-scale test -- Ceramsite -- Ceramsite-sand mix -- Wave barrier -- Arias intensity -- Transfer function
Building materials -- Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09500618 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.conbuildmat.2022.127789 ↗
- Languages:
- English
- ISSNs:
- 0950-0618
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3420.950900
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 21922.xml