Effects of Saturation Levels on the Ultrasonic Pulse Velocities and Mechanical Properties of Concrete

The main objective of this research is to investigate the effect of water content in concrete on the velocities of ultrasonic waves (P- and S-waves) and mechanical properties (elastic modulus and compressive strength) of concrete. For this study, concrete specimens (100 mm × 200 mm cylinders) were f...

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Main Authors: Ma. Doreen Esplana Candelaria, Seong-Hoon Kee, Jurng-Jae Yee, Jin-Wook Lee
Format: Article
Language:English
Published: MDPI AG 2021-12-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/14/1/152
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spelling doaj-ec881e9846b642a793a7e0b4416b51a52021-01-01T00:02:51ZengMDPI AGMaterials1996-19442021-12-011415215210.3390/ma14010152Effects of Saturation Levels on the Ultrasonic Pulse Velocities and Mechanical Properties of ConcreteMa. Doreen Esplana Candelaria0Seong-Hoon Kee1Jurng-Jae Yee2Jin-Wook Lee3Department of ICT integrated Ocean Smart Cities Engineering, Dong-A University, Busan 49315, KoreaDepartment of ICT integrated Ocean Smart Cities Engineering, Dong-A University, Busan 49315, KoreaDepartment of ICT integrated Ocean Smart Cities Engineering, Dong-A University, Busan 49315, KoreaPrincipal Researcher, Advanced Railroad Civil Engineering Division, Korea Railroad Research Institute, 176 Cheoldobangmulgwan-ro, Uiwang-si, Gyeonggi-do 16105, KoreaThe main objective of this research is to investigate the effect of water content in concrete on the velocities of ultrasonic waves (P- and S-waves) and mechanical properties (elastic modulus and compressive strength) of concrete. For this study, concrete specimens (100 mm × 200 mm cylinders) were fabricated with three different water-to-binder ratios (0.52, 0.35, and 0.26). These cylinders were then submerged in water to be saturated in different degrees from 25% to 100% with an interval of 25% saturation. Another set of cylinders was also oven-dried to represent the dry condition. The dynamic properties of concrete were then assessed using a measurement of elastic wave accordance with ASTM C597-16 and using resonance tests following ASTM C215-19, before and after immersion in water. The static properties of saturated concrete were also assessed by the uniaxial compressive testing according to ASTM C39/C39M-20 and ASTM C469/C469M-14. It was observed that the saturation level of concrete affected the two ultrasonic wave velocities and the two static mechanical properties of concrete in various ways. The relationship between P-wave velocity and compressive strength of concrete was highly sensitive to saturation condition of concrete. In contrast, S-wave velocity of concrete was closely correlated with compressive strength of concrete, which was much less sensitive to water saturation level compared to P-wave velocity of concrete. Finally, it was noticed that water saturation condition only little affects the relationship between the dynamic and elastic moduli of elasticity of concrete studies in this study.https://www.mdpi.com/1996-1944/14/1/152concretesaturation levelultrasonic pulse wave velocitycondition assessment
collection DOAJ
language English
format Article
sources DOAJ
author Ma. Doreen Esplana Candelaria
Seong-Hoon Kee
Jurng-Jae Yee
Jin-Wook Lee
spellingShingle Ma. Doreen Esplana Candelaria
Seong-Hoon Kee
Jurng-Jae Yee
Jin-Wook Lee
Effects of Saturation Levels on the Ultrasonic Pulse Velocities and Mechanical Properties of Concrete
Materials
concrete
saturation level
ultrasonic pulse wave velocity
condition assessment
author_facet Ma. Doreen Esplana Candelaria
Seong-Hoon Kee
Jurng-Jae Yee
Jin-Wook Lee
author_sort Ma. Doreen Esplana Candelaria
title Effects of Saturation Levels on the Ultrasonic Pulse Velocities and Mechanical Properties of Concrete
title_short Effects of Saturation Levels on the Ultrasonic Pulse Velocities and Mechanical Properties of Concrete
title_full Effects of Saturation Levels on the Ultrasonic Pulse Velocities and Mechanical Properties of Concrete
title_fullStr Effects of Saturation Levels on the Ultrasonic Pulse Velocities and Mechanical Properties of Concrete
title_full_unstemmed Effects of Saturation Levels on the Ultrasonic Pulse Velocities and Mechanical Properties of Concrete
title_sort effects of saturation levels on the ultrasonic pulse velocities and mechanical properties of concrete
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2021-12-01
description The main objective of this research is to investigate the effect of water content in concrete on the velocities of ultrasonic waves (P- and S-waves) and mechanical properties (elastic modulus and compressive strength) of concrete. For this study, concrete specimens (100 mm × 200 mm cylinders) were fabricated with three different water-to-binder ratios (0.52, 0.35, and 0.26). These cylinders were then submerged in water to be saturated in different degrees from 25% to 100% with an interval of 25% saturation. Another set of cylinders was also oven-dried to represent the dry condition. The dynamic properties of concrete were then assessed using a measurement of elastic wave accordance with ASTM C597-16 and using resonance tests following ASTM C215-19, before and after immersion in water. The static properties of saturated concrete were also assessed by the uniaxial compressive testing according to ASTM C39/C39M-20 and ASTM C469/C469M-14. It was observed that the saturation level of concrete affected the two ultrasonic wave velocities and the two static mechanical properties of concrete in various ways. The relationship between P-wave velocity and compressive strength of concrete was highly sensitive to saturation condition of concrete. In contrast, S-wave velocity of concrete was closely correlated with compressive strength of concrete, which was much less sensitive to water saturation level compared to P-wave velocity of concrete. Finally, it was noticed that water saturation condition only little affects the relationship between the dynamic and elastic moduli of elasticity of concrete studies in this study.
topic concrete
saturation level
ultrasonic pulse wave velocity
condition assessment
url https://www.mdpi.com/1996-1944/14/1/152
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