The increasing size and power of modern construction plant and its potential to cause damage or disturbance, coupled with a growing requirement for assessment of environmental impacts of construction works, have led to a need for reliable ground vibration prediction. While there is a growing need to minimise the adverse effects of construction works, over-conservative restrictions on vibration may lead to significant and unnecessary cost increases. A programme of research has been undertaken to provide data and advice by which objections to schemes may be judged and a means of assessing the environmental impact of vibration from construction works. This paper focuses on one aspect of this research: ground vibration caused by vibrating rollers. A literature review revealed little published work relating to vibration from vibratory compaction. Extensive data were therefore acquired from construction sites including a range of roller types, topographies, fill types and soil types. In addition, a controlled trial of vibration from a range of vibrating rollers operated on a specially constructed test bed was undertaken. An empirical model was developed, based on readily available information, to predict the peak particle velocity at distances of up to 100 m from the source. The predictor was derived largely from the controlled trial data and has been validated by fitting to the data from construction sites.
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May 2002
Research Article|
May 01 2002
Prediction of groundborne vibration from vibrating rollers Available to Purchase
D. M. Hiller
D. M. Hiller
Arup Acoustics, formerly of TRL Limited
Crowthorne, UK
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Publisher: Emerald Publishing
Received:
September 19 2001
Accepted:
February 12 2002
Online ISSN: 1751-7710
Print ISSN: 0965-092X
© 2002 Thomas Telford Ltd
2002
Proceedings of the Institution of Civil Engineers - Transport (2002) 153 (2): 131–140.
Article history
Received:
September 19 2001
Accepted:
February 12 2002
Citation
Crabb GI, Hiller DM (2002), "Prediction of groundborne vibration from vibrating rollers". Proceedings of the Institution of Civil Engineers - Transport, Vol. 153 No. 2 pp. 131–140, doi: https://doi.org/10.1680/tran.2002.153.2.131
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