Vibration induced by different sources can be seriously harmful to structures and occupants and their isolation has gained importance during recent years with rapid urbanisation. Trench barriers (open or filled) have been used for isolating such unwanted vibrations, but few experimental studies have investigated the effects of different parameters on vibration reduction. This paper provides results of a series of full-scale field experiments conducted to investigate the effect of open and filled trenches on vibration screening. A sand–rubber mixture (SRM) was used to fill the trench as a lightweight, high-energy-absorbing and environmentally friendly material. Results confirmed that the SRM-filled trench can be used as an efficient, low-cost and easily constructed system for reducing ground vibration. In some cases, the performance level of SRM-filled trenches was close to that of open ones. The use of geophones that could record vibrations in three dimensions demonstrated that trench barriers can isolate vertical vibrations better than horizontal and transversal ones.
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October 2018
Research Article|
January 05 2018
Full-scale experimental study on screening effectiveness of SRM-filled trench barriers
E. Mahdavisefat;
E. Mahdavisefat
*Department of Civil Engineering, Iran University of Science and Technology, Tehran, Iran.
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H. Salehzadeh;
H. Salehzadeh
*Department of Civil Engineering, Iran University of Science and Technology, Tehran, Iran.
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A. A. Heshmati
A. A. Heshmati
*Department of Civil Engineering, Iran University of Science and Technology, Tehran, Iran.
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Publisher: Emerald Publishing
Received:
January 12 2017
Accepted:
November 29 2017
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2017 Thomas Telford Ltd
2018
Geotechnique (2018) 68 (10): 869–882.
Article history
Received:
January 12 2017
Accepted:
November 29 2017
Citation
Mahdavisefat E, Salehzadeh H, Heshmati AA (2018), "Full-scale experimental study on screening effectiveness of SRM-filled trench barriers". Geotechnique, Vol. 68 No. 10 pp. 869–882, doi: https://doi.org/10.1680/jgeot.17.P.007
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