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Alternative Approaches to Measurement of Ground Vibrations Due to the Vibratory Roller: A Pilot Study

At present, one of the primary tasks of the construction industry is to build transport infrastructure. This concerns both the construction of new bypasses of towns and the repair of existing roads, which are damaged by congestion, especially by freight transport. Whether it is a new building or a r...

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Autores principales: Nedoma, Jan, Stolarik, Martin, Kepak, Stanislav, Pinka, Miroslav, Martinek, Radek, Frnda, Jaroslav, Fridrich, Michael
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2019
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6960872/
https://www.ncbi.nlm.nih.gov/pubmed/31835335
http://dx.doi.org/10.3390/s19245420
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author Nedoma, Jan
Stolarik, Martin
Kepak, Stanislav
Pinka, Miroslav
Martinek, Radek
Frnda, Jaroslav
Fridrich, Michael
author_facet Nedoma, Jan
Stolarik, Martin
Kepak, Stanislav
Pinka, Miroslav
Martinek, Radek
Frnda, Jaroslav
Fridrich, Michael
author_sort Nedoma, Jan
collection PubMed
description At present, one of the primary tasks of the construction industry is to build transport infrastructure. This concerns both the construction of new bypasses of towns and the repair of existing roads, which are damaged by congestion, especially by freight transport. Whether it is a new building or a reconstruction, it is always very important to choose a suitable method of subsoil treatment. One of the most commonly used methods for soil treatment is currently compaction using vibratory rollers. This method is very effective both in terms of results and due to its low financial demands compared to other methods. Vibration is transmitted to the surrounding rock environment when compacting the subsoil using vibratory rollers. Although the intensity of these vibrations is not as pronounced as in other methods of subsoil treatment, such vibrations can have a significant effect, for example during compaction in urban areas or in an area with the presence of historical objects. Therefore, it is very advisable to monitor the effect of these vibrations on the environment during construction. This paper brings an original experimental comparative study of standard seismic instrumentation with a developed interferometric sensor for the field of monitoring vibrations generated during compaction of subsoil using vibrating rollers. The paper presents time and frequency domain results, as well as attenuation curves, which represent real attenuation of vibrations in a given rock environment. The results presented here show that a system operating on a different physical principle from the one used at present has the potential to replace the existing, very expensive, seismic equipment.
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spelling pubmed-69608722020-01-24 Alternative Approaches to Measurement of Ground Vibrations Due to the Vibratory Roller: A Pilot Study Nedoma, Jan Stolarik, Martin Kepak, Stanislav Pinka, Miroslav Martinek, Radek Frnda, Jaroslav Fridrich, Michael Sensors (Basel) Article At present, one of the primary tasks of the construction industry is to build transport infrastructure. This concerns both the construction of new bypasses of towns and the repair of existing roads, which are damaged by congestion, especially by freight transport. Whether it is a new building or a reconstruction, it is always very important to choose a suitable method of subsoil treatment. One of the most commonly used methods for soil treatment is currently compaction using vibratory rollers. This method is very effective both in terms of results and due to its low financial demands compared to other methods. Vibration is transmitted to the surrounding rock environment when compacting the subsoil using vibratory rollers. Although the intensity of these vibrations is not as pronounced as in other methods of subsoil treatment, such vibrations can have a significant effect, for example during compaction in urban areas or in an area with the presence of historical objects. Therefore, it is very advisable to monitor the effect of these vibrations on the environment during construction. This paper brings an original experimental comparative study of standard seismic instrumentation with a developed interferometric sensor for the field of monitoring vibrations generated during compaction of subsoil using vibrating rollers. The paper presents time and frequency domain results, as well as attenuation curves, which represent real attenuation of vibrations in a given rock environment. The results presented here show that a system operating on a different physical principle from the one used at present has the potential to replace the existing, very expensive, seismic equipment. MDPI 2019-12-09 /pmc/articles/PMC6960872/ /pubmed/31835335 http://dx.doi.org/10.3390/s19245420 Text en © 2019 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Nedoma, Jan
Stolarik, Martin
Kepak, Stanislav
Pinka, Miroslav
Martinek, Radek
Frnda, Jaroslav
Fridrich, Michael
Alternative Approaches to Measurement of Ground Vibrations Due to the Vibratory Roller: A Pilot Study
title Alternative Approaches to Measurement of Ground Vibrations Due to the Vibratory Roller: A Pilot Study
title_full Alternative Approaches to Measurement of Ground Vibrations Due to the Vibratory Roller: A Pilot Study
title_fullStr Alternative Approaches to Measurement of Ground Vibrations Due to the Vibratory Roller: A Pilot Study
title_full_unstemmed Alternative Approaches to Measurement of Ground Vibrations Due to the Vibratory Roller: A Pilot Study
title_short Alternative Approaches to Measurement of Ground Vibrations Due to the Vibratory Roller: A Pilot Study
title_sort alternative approaches to measurement of ground vibrations due to the vibratory roller: a pilot study
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6960872/
https://www.ncbi.nlm.nih.gov/pubmed/31835335
http://dx.doi.org/10.3390/s19245420
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