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Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Behavior of Normal Strength Concrete Subjected to Triaxial Compression Loading
https://orcid.org/http://orcid.org/0000-0001-6160-5239
https://orcid.org/http://orcid.org/0000-0002-3656-5025
An experimental study was carried out to understand the behavior of normal strength concrete under triaxial compression loading. The influence of confining pressure on the compressive strength characteristics of brick aggregate concrete (BC) and granite stone concrete (GC) with varying water-to-cement ratios was investigated. Additionally, the study analyzes the impact of aggregate type and its property on the strength of normal strength concrete. The physical properties of brick and stone aggregate was determined and the result shows that the properties of brick aggregate vary from the properties of stone aggregate. The compressive strength of the concrete specimens was determined at different water-to-cement ratios (0.45, 0.55, and 0.60) and varying levels of confining pressure (0 to 8.27 MPa). The compressive strength reduces with the increase of water content ratio and concrete made of stone showed higher compressive strength compared to the concrete made of brick aggregate. Along with the uniaxial compression test, a series of triaxial test on cylindrical sample 75 × 150 mm was conducted. It was found that application of confining pressure significantly enhances the compressive strength of both BC and GC. Comparing the strengths of BC and GC at different confining pressures, it was found that, despite lower initial strengths, BC exhibited higher strengths than GC under the influence of confining pressure. The study highlights the potential for improving the strength characteristics of both brick aggregate concrete and granite stone concrete through the application of confining pressure, providing valuable insights for the construction industry.
Behavior of Normal Strength Concrete Subjected to Triaxial Compression Loading
https://orcid.org/http://orcid.org/0000-0001-6160-5239
https://orcid.org/http://orcid.org/0000-0002-3656-5025
An experimental study was carried out to understand the behavior of normal strength concrete under triaxial compression loading. The influence of confining pressure on the compressive strength characteristics of brick aggregate concrete (BC) and granite stone concrete (GC) with varying water-to-cement ratios was investigated. Additionally, the study analyzes the impact of aggregate type and its property on the strength of normal strength concrete. The physical properties of brick and stone aggregate was determined and the result shows that the properties of brick aggregate vary from the properties of stone aggregate. The compressive strength of the concrete specimens was determined at different water-to-cement ratios (0.45, 0.55, and 0.60) and varying levels of confining pressure (0 to 8.27 MPa). The compressive strength reduces with the increase of water content ratio and concrete made of stone showed higher compressive strength compared to the concrete made of brick aggregate. Along with the uniaxial compression test, a series of triaxial test on cylindrical sample 75 × 150 mm was conducted. It was found that application of confining pressure significantly enhances the compressive strength of both BC and GC. Comparing the strengths of BC and GC at different confining pressures, it was found that, despite lower initial strengths, BC exhibited higher strengths than GC under the influence of confining pressure. The study highlights the potential for improving the strength characteristics of both brick aggregate concrete and granite stone concrete through the application of confining pressure, providing valuable insights for the construction industry.
Behavior of Normal Strength Concrete Subjected to Triaxial Compression Loading
https://orcid.org/http://orcid.org/0000-0001-6160-5239
https://orcid.org/http://orcid.org/0000-0002-3656-5025
An experimental study was carried out to understand the behavior of normal strength concrete under triaxial compression loading. The influence of confining pressure on the compressive strength characteristics of brick aggregate concrete (BC) and granite stone concrete (GC) with varying water-to-cement ratios was investigated. Additionally, the study analyzes the impact of aggregate type and its property on the strength of normal strength concrete. The physical properties of brick and stone aggregate was determined and the result shows that the properties of brick aggregate vary from the properties of stone aggregate. The compressive strength of the concrete specimens was determined at different water-to-cement ratios (0.45, 0.55, and 0.60) and varying levels of confining pressure (0 to 8.27 MPa). The compressive strength reduces with the increase of water content ratio and concrete made of stone showed higher compressive strength compared to the concrete made of brick aggregate. Along with the uniaxial compression test, a series of triaxial test on cylindrical sample 75 × 150 mm was conducted. It was found that application of confining pressure significantly enhances the compressive strength of both BC and GC. Comparing the strengths of BC and GC at different confining pressures, it was found that, despite lower initial strengths, BC exhibited higher strengths than GC under the influence of confining pressure. The study highlights the potential for improving the strength characteristics of both brick aggregate concrete and granite stone concrete through the application of confining pressure, providing valuable insights for the construction industry.
Behavior of Normal Strength Concrete Subjected to Triaxial Compression Loading
Lecture Notes in Civil Engineering
Goel, Manmohan Dass (Herausgeber:in) / Biswas, Rahul (Herausgeber:in) / Dhanvijay, Sonal (Herausgeber:in) / Titu, Rokibul Hossain (Autor:in) / Rashid, Muhammad Harunur (Autor:in)
Structural Engineering Convention ; 2023 ; Nagpur, India
13.11.2024
9 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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