2022
DOI: 10.1002/appl.202200021
|View full text |Cite
|
Sign up to set email alerts
|

Metamaterial approach to mitigate ground‐borne vibrations induced by moving trains

Abstract: The ground‐borne vibration generated by moving trains has become an important environmental problem. Research on mitigation measures has been uninterrupted for decades and has continued to grow rapidly in recent years with the emergence of metamaterial approaches. In this paper, to make relevant newcomers and researchers better understand the development status of mitigation measures in reducing train‐induced ground‐borne vibrations, a brief review is given of the background of train‐induced ground vibration p… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
2
0

Year Published

2023
2023
2024
2024

Publication Types

Select...
6

Relationship

0
6

Authors

Journals

citations
Cited by 7 publications
(2 citation statements)
references
References 111 publications
0
2
0
Order By: Relevance
“…Obviously, the increase in the transmission path increases the energy dissipation. The pile body also plays a role of vibration isolation, that is, the pile foundation is effective in reducing the propagation of reflected waves from the soil-pile contact surfaces to the superstructure, especially in the high frequency range [15,16]. GA-BP model shows a high prediction accuracy when the vibration frequency is within the range of 20 Hz, and the prediction error gradually increases in the vibration frequency range of 20 Hz to 80 Hz.…”
Section: Implementation Of the Ga-bp Modelmentioning
confidence: 99%
“…Obviously, the increase in the transmission path increases the energy dissipation. The pile body also plays a role of vibration isolation, that is, the pile foundation is effective in reducing the propagation of reflected waves from the soil-pile contact surfaces to the superstructure, especially in the high frequency range [15,16]. GA-BP model shows a high prediction accuracy when the vibration frequency is within the range of 20 Hz, and the prediction error gradually increases in the vibration frequency range of 20 Hz to 80 Hz.…”
Section: Implementation Of the Ga-bp Modelmentioning
confidence: 99%
“…Several mitigation measures are available, including meta-materials (resonator, stopband), geogrid (stiffening of subgrade), geofoam or concrete-filled trenches, and ground improvements such as concrete and stone columns (Figure 13). Geosynthetic-based solutions are gaining popularity due to their sound performance as well as sustainable benefits [38,39]. Stiffening of the subgrade beneath a railway track using layers of geogrid also has the potential to reduce the vibration level at such sites.…”
Section: Geosynthetic-based Ground-borne Vibration Mitigationmentioning
confidence: 99%