Effect of Dispersed Reinforcement on Ultrasonic Pulse Velocity in Stabilized Soil

One of the fundamental techniques for road subgrades is soil stabilization. Considering the high emission of carbon dioxide during the production of binders, novel techniques to reduce the binder are being studied. Thus, we investigated dispersed reinforcement in stabilized soils. A study was conduc...

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Autores principales: Maciej Miturski, Wojciech Sas, Algirdas Radzevičius, Raimondas Šadzevičius, Rytis Skominas, Mateusz Stelmaszczyk, Andrzej Głuchowski
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Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:b537fb251290456395286f8e4d8bfbfe2021-11-25T18:15:11ZEffect of Dispersed Reinforcement on Ultrasonic Pulse Velocity in Stabilized Soil10.3390/ma142269511996-1944https://doaj.org/article/b537fb251290456395286f8e4d8bfbfe2021-11-01T00:00:00Zhttps://www.mdpi.com/1996-1944/14/22/6951https://doaj.org/toc/1996-1944One of the fundamental techniques for road subgrades is soil stabilization. Considering the high emission of carbon dioxide during the production of binders, novel techniques to reduce the binder are being studied. Thus, we investigated dispersed reinforcement in stabilized soils. A study was conducted to determine the ultrasonic pulse velocity in nine mixtures of soil, cement, and polypropylene fibers and then correlate the results with other destructive tests. The results show a decrease in wave velocity in mixes with fiber addition by up to 18.5%. The result is dependent on the curing time and whether the samples were stored in a water tank. Immersion in water increases the obtained results by about 6.3%. Based on the analysis, for mixtures with fibers, boundary velocities of waves above which lower values of modulus of elasticity were obtained were determined. Depending on the mix and the module analyzed, the limits range from 2194 m/s to 2498 m/s.Maciej MiturskiWojciech SasAlgirdas RadzevičiusRaimondas ŠadzevičiusRytis SkominasMateusz StelmaszczykAndrzej GłuchowskiMDPI AGarticleultrasonic pulse velocitysoil stabilizeddispersed reinforcementfibersTechnologyTElectrical engineering. Electronics. Nuclear engineeringTK1-9971Engineering (General). Civil engineering (General)TA1-2040MicroscopyQH201-278.5Descriptive and experimental mechanicsQC120-168.85ENMaterials, Vol 14, Iss 6951, p 6951 (2021)
institution DOAJ
collection DOAJ
language EN
topic ultrasonic pulse velocity
soil stabilized
dispersed reinforcement
fibers
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
spellingShingle ultrasonic pulse velocity
soil stabilized
dispersed reinforcement
fibers
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
Maciej Miturski
Wojciech Sas
Algirdas Radzevičius
Raimondas Šadzevičius
Rytis Skominas
Mateusz Stelmaszczyk
Andrzej Głuchowski
Effect of Dispersed Reinforcement on Ultrasonic Pulse Velocity in Stabilized Soil
description One of the fundamental techniques for road subgrades is soil stabilization. Considering the high emission of carbon dioxide during the production of binders, novel techniques to reduce the binder are being studied. Thus, we investigated dispersed reinforcement in stabilized soils. A study was conducted to determine the ultrasonic pulse velocity in nine mixtures of soil, cement, and polypropylene fibers and then correlate the results with other destructive tests. The results show a decrease in wave velocity in mixes with fiber addition by up to 18.5%. The result is dependent on the curing time and whether the samples were stored in a water tank. Immersion in water increases the obtained results by about 6.3%. Based on the analysis, for mixtures with fibers, boundary velocities of waves above which lower values of modulus of elasticity were obtained were determined. Depending on the mix and the module analyzed, the limits range from 2194 m/s to 2498 m/s.
format article
author Maciej Miturski
Wojciech Sas
Algirdas Radzevičius
Raimondas Šadzevičius
Rytis Skominas
Mateusz Stelmaszczyk
Andrzej Głuchowski
author_facet Maciej Miturski
Wojciech Sas
Algirdas Radzevičius
Raimondas Šadzevičius
Rytis Skominas
Mateusz Stelmaszczyk
Andrzej Głuchowski
author_sort Maciej Miturski
title Effect of Dispersed Reinforcement on Ultrasonic Pulse Velocity in Stabilized Soil
title_short Effect of Dispersed Reinforcement on Ultrasonic Pulse Velocity in Stabilized Soil
title_full Effect of Dispersed Reinforcement on Ultrasonic Pulse Velocity in Stabilized Soil
title_fullStr Effect of Dispersed Reinforcement on Ultrasonic Pulse Velocity in Stabilized Soil
title_full_unstemmed Effect of Dispersed Reinforcement on Ultrasonic Pulse Velocity in Stabilized Soil
title_sort effect of dispersed reinforcement on ultrasonic pulse velocity in stabilized soil
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/b537fb251290456395286f8e4d8bfbfe
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