Dynamic Stiffness of Bituminous Mixtures for the Wearing Course of the Road Pavement—A Proposed Method of Measurement

Stiffness is an important mechanical characteristic of asphalt mixtures used in the wearing course. It is one of the determining factors in the generation of tyre/road noise. The dynamic stiffness of the upper layer of the road surface depends on the physical and mechanical properties of the materia...

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Main Authors: Krzysztof Robert Czech, Wladyslaw Gardziejczyk
Format: Article
Language:English
Published: MDPI AG 2020-04-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/13/8/1973
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author Krzysztof Robert Czech
Wladyslaw Gardziejczyk
author_facet Krzysztof Robert Czech
Wladyslaw Gardziejczyk
author_sort Krzysztof Robert Czech
collection DOAJ
description Stiffness is an important mechanical characteristic of asphalt mixtures used in the wearing course. It is one of the determining factors in the generation of tyre/road noise. The dynamic stiffness of the upper layer of the road surface depends on the physical and mechanical properties of the materials it is composed of, and traffic load. Determination of dynamic stiffness, both in laboratory conditions and in situ, requires consideration of many other factors. Tests of dynamic properties of road surfaces in field conditions are most often conducted with the help of modal hammers. Impulse excitation results are usually less accurate than those in the application of modal exciters. The test stand was constructed, comprising a tripod, 32-channel and 24-bit data acquisition system, exciter, signal amplifier, impedance head, single-axis piezoelectric accelerometers and a stinger. The test stand and the proposed method of measuring dynamic stiffness do not require the determination of the resonance frequency of the tested specimen and can be used both on various types of bituminous mixtures of varying shape and dimensions, as well as directly on the upper surface of the wearing course of bituminous pavements. The test results showed that the type of bituminous mixture used in the wearing course significantly affects its dynamic stiffness. The dynamic stiffness level of asphalt concrete, stone mastic asphalt and porous asphalt layers was determined to be similar. The addition of rubber granulates significantly reduced its rigidity, which is very beneficial from the point of view of reducing the tyre/road noise.
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spelling doaj.art-c822115286474cd0920d38e54709e8c52023-11-19T22:28:19ZengMDPI AGMaterials1996-19442020-04-01138197310.3390/ma13081973Dynamic Stiffness of Bituminous Mixtures for the Wearing Course of the Road Pavement—A Proposed Method of MeasurementKrzysztof Robert Czech0Wladyslaw Gardziejczyk1Department of Geotechnics and Structural Mechanics, Bialystok University of Technology, 15-351 Bialystok, PolandDepartment of Construction and Road Engineering, Bialystok University of Technology, 15-351 Bialystok, PolandStiffness is an important mechanical characteristic of asphalt mixtures used in the wearing course. It is one of the determining factors in the generation of tyre/road noise. The dynamic stiffness of the upper layer of the road surface depends on the physical and mechanical properties of the materials it is composed of, and traffic load. Determination of dynamic stiffness, both in laboratory conditions and in situ, requires consideration of many other factors. Tests of dynamic properties of road surfaces in field conditions are most often conducted with the help of modal hammers. Impulse excitation results are usually less accurate than those in the application of modal exciters. The test stand was constructed, comprising a tripod, 32-channel and 24-bit data acquisition system, exciter, signal amplifier, impedance head, single-axis piezoelectric accelerometers and a stinger. The test stand and the proposed method of measuring dynamic stiffness do not require the determination of the resonance frequency of the tested specimen and can be used both on various types of bituminous mixtures of varying shape and dimensions, as well as directly on the upper surface of the wearing course of bituminous pavements. The test results showed that the type of bituminous mixture used in the wearing course significantly affects its dynamic stiffness. The dynamic stiffness level of asphalt concrete, stone mastic asphalt and porous asphalt layers was determined to be similar. The addition of rubber granulates significantly reduced its rigidity, which is very beneficial from the point of view of reducing the tyre/road noise.https://www.mdpi.com/1996-1944/13/8/1973dynamic stiffnesswearing coursebituminous mixturestest stand
spellingShingle Krzysztof Robert Czech
Wladyslaw Gardziejczyk
Dynamic Stiffness of Bituminous Mixtures for the Wearing Course of the Road Pavement—A Proposed Method of Measurement
Materials
dynamic stiffness
wearing course
bituminous mixtures
test stand
title Dynamic Stiffness of Bituminous Mixtures for the Wearing Course of the Road Pavement—A Proposed Method of Measurement
title_full Dynamic Stiffness of Bituminous Mixtures for the Wearing Course of the Road Pavement—A Proposed Method of Measurement
title_fullStr Dynamic Stiffness of Bituminous Mixtures for the Wearing Course of the Road Pavement—A Proposed Method of Measurement
title_full_unstemmed Dynamic Stiffness of Bituminous Mixtures for the Wearing Course of the Road Pavement—A Proposed Method of Measurement
title_short Dynamic Stiffness of Bituminous Mixtures for the Wearing Course of the Road Pavement—A Proposed Method of Measurement
title_sort dynamic stiffness of bituminous mixtures for the wearing course of the road pavement a proposed method of measurement
topic dynamic stiffness
wearing course
bituminous mixtures
test stand
url https://www.mdpi.com/1996-1944/13/8/1973
work_keys_str_mv AT krzysztofrobertczech dynamicstiffnessofbituminousmixturesforthewearingcourseoftheroadpavementaproposedmethodofmeasurement
AT wladyslawgardziejczyk dynamicstiffnessofbituminousmixturesforthewearingcourseoftheroadpavementaproposedmethodofmeasurement