Influence of Coarse Aggregates and Silica Fume on the Mechanical Properties, Durability, and Microstructure of Concrete
Globally, concrete is the most widely used construction material. The composition of concrete plays an important role in controlling its overall performance. Concrete is composed of approximately 70%–80% aggregates, by volume. Therefore, it is mandatory to investigate the effect of aggregates on the...
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Published in | Materials Vol. 12; no. 20; p. 3324 |
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Abstract | Globally, concrete is the most widely used construction material. The composition of concrete plays an important role in controlling its overall performance. Concrete is composed of approximately 70%–80% aggregates, by volume. Therefore, it is mandatory to investigate the effect of aggregates on the performance of concrete. For this purpose, this study investigated the effect of three different coarse aggregates on the mechanical properties, durability, and microstructure of concrete. Concrete specimens were made using aggregates obtained from three regions with different mineralogies. The specimens were also made by replacing cement with silica fume. The specimens were analyzed in terms of compressive, flexural, and splitting tensile strengths, chloride penetration, carbonation, mercury intrusion porosimetry, and scanning electron microscopy. The results demonstrate that the specimens made with rougher coarse aggregates and silica fume had enhanced performance in comparison to those made with smoother aggregates. |
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AbstractList | [...]durability-related properties like sulfate and freeze–thaw resistance and electrical resistivity were improved, while sorptivity, water absorption, and chloride penetration were reduced due to the addition of silica fume [4,5]. Aggregates occupy approximately 70% of the total volume of concrete. [...]the properties of aggregates play an important role in the overall performance of cementitious composites [7]. [...]it is mandatory to investigate the influence of different types of aggregates on the mechanical properties, durability, and microstructure of concrete. The non-steady-state migration coefficients of the specimens were calculated using the equation Dnssm=0.0239(273+T)L(U−2)t(xd−0.0238(273+T)LxdU−2), where Dnssm—non-steady-state migration coefficient, ×10−12 m2/s; U—absolute value of the applied voltage, V; T—average value of the initial and final temperatures in the anolyte solution, °C; L—thickness of the specimen, mm; xd —average penetration depth, mm; t—test duration, h. 2.3.4. Globally, concrete is the most widely used construction material. The composition of concrete plays an important role in controlling its overall performance. Concrete is composed of approximately 70%–80% aggregates, by volume. Therefore, it is mandatory to investigate the effect of aggregates on the performance of concrete. For this purpose, this study investigated the effect of three different coarse aggregates on the mechanical properties, durability, and microstructure of concrete. Concrete specimens were made using aggregates obtained from three regions with different mineralogies. The specimens were also made by replacing cement with silica fume. The specimens were analyzed in terms of compressive, flexural, and splitting tensile strengths, chloride penetration, carbonation, mercury intrusion porosimetry, and scanning electron microscopy. The results demonstrate that the specimens made with rougher coarse aggregates and silica fume had enhanced performance in comparison to those made with smoother aggregates. Globally, concrete is the most widely used construction material. The composition of concrete plays an important role in controlling its overall performance. Concrete is composed of approximately 70%-80% aggregates, by volume. Therefore, it is mandatory to investigate the effect of aggregates on the performance of concrete. For this purpose, this study investigated the effect of three different coarse aggregates on the mechanical properties, durability, and microstructure of concrete. Concrete specimens were made using aggregates obtained from three regions with different mineralogies. The specimens were also made by replacing cement with silica fume. The specimens were analyzed in terms of compressive, flexural, and splitting tensile strengths, chloride penetration, carbonation, mercury intrusion porosimetry, and scanning electron microscopy. The results demonstrate that the specimens made with rougher coarse aggregates and silica fume had enhanced performance in comparison to those made with smoother aggregates.Globally, concrete is the most widely used construction material. The composition of concrete plays an important role in controlling its overall performance. Concrete is composed of approximately 70%-80% aggregates, by volume. Therefore, it is mandatory to investigate the effect of aggregates on the performance of concrete. For this purpose, this study investigated the effect of three different coarse aggregates on the mechanical properties, durability, and microstructure of concrete. Concrete specimens were made using aggregates obtained from three regions with different mineralogies. The specimens were also made by replacing cement with silica fume. The specimens were analyzed in terms of compressive, flexural, and splitting tensile strengths, chloride penetration, carbonation, mercury intrusion porosimetry, and scanning electron microscopy. The results demonstrate that the specimens made with rougher coarse aggregates and silica fume had enhanced performance in comparison to those made with smoother aggregates. |
Author | Kim, Hong Gi Kim, Seong Soo Lee, Jeong Bae Qudoos, Abdul Jakhrani, Sadam Hussain |
AuthorAffiliation | 1 Department of Civil Engineering, Daejin University, Pocheon-si 11159, Korea; sskim@daejin.ac.kr 2 Civil Engineering Department, Balochistan University of Engineering and Technology, Khuzdar 89100, Pakistan; qudoos.engnr@gmail.com 3 Department of Civil and Environmental Engineering, Hanyang University, Seoul 04763, Korea; sadamhussain@hanyang.ac.kr 4 GFC R&D CO., Ltd., Pocheon-si 11159, Korea; dlwjdqo@nate.com |
AuthorAffiliation_xml | – name: 2 Civil Engineering Department, Balochistan University of Engineering and Technology, Khuzdar 89100, Pakistan; qudoos.engnr@gmail.com – name: 1 Department of Civil Engineering, Daejin University, Pocheon-si 11159, Korea; sskim@daejin.ac.kr – name: 4 GFC R&D CO., Ltd., Pocheon-si 11159, Korea; dlwjdqo@nate.com – name: 3 Department of Civil and Environmental Engineering, Hanyang University, Seoul 04763, Korea; sadamhussain@hanyang.ac.kr |
Author_xml | – sequence: 1 givenname: Seong Soo surname: Kim fullname: Kim, Seong Soo – sequence: 2 givenname: Abdul surname: Qudoos fullname: Qudoos, Abdul – sequence: 3 givenname: Sadam Hussain orcidid: 0000-0002-4257-3689 surname: Jakhrani fullname: Jakhrani, Sadam Hussain – sequence: 4 givenname: Jeong Bae surname: Lee fullname: Lee, Jeong Bae – sequence: 5 givenname: Hong Gi surname: Kim fullname: Kim, Hong Gi |
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Snippet | Globally, concrete is the most widely used construction material. The composition of concrete plays an important role in controlling its overall performance.... [...]durability-related properties like sulfate and freeze–thaw resistance and electrical resistivity were improved, while sorptivity, water absorption, and... |
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SubjectTerms | Aggregates Anolytes Cement Chloride Concrete mixing Corrosion resistance Durability Mechanical properties Microstructure Penetration depth Quality Silica fume Silicon dioxide Steady state Stone Studies Sulfate resistance Tensile strength Velocity Water absorption |
Title | Influence of Coarse Aggregates and Silica Fume on the Mechanical Properties, Durability, and Microstructure of Concrete |
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