2018American Scientific Research Journal for Engineering, Technology, and Sciences (Global Society of Scientific Research and Researchers)Open access

Experimental Research on Natural Pozzolan as Cement Replacement

Tin Ni Ni Ko, Nilar Aye

Open full text 0 citations

Abstract

This paper presents the properties of motor and concrete with natural pozzolan as partial replacement of cement. In this research, natural pozzolan from Twin Taung, Sagaing Region and local cement (Crown) are used. Firstly, chemical composition of natural pozzolan and Crown cement are analysed. And then the physical properties of local materials used in this research are determined according to ASTM procedure. Partial replacement percentages of pozzolan are considered 10%, 20%, 30% and 40%.The strength of motor and concrete with natural pozzolan (0%,10%, 20%, 30%, and 40%) is tested at 7 days,28 days and 91days. From the trial mix design, the water-cement ratio (0.555) is obtained by using the least square method. To get target strength (4000 psi), by using water cement ratio (0.555) and 68% of maximum aggregate size (20 mm), the concrete mix proportion (1:1.9:3) is obtained.The compressive strength of concrete with various percentages of natural pozzolan at 60 days and 91 days are more than 7 days and 28 days strength. Therefore, it can be concluded that natural pozzolan may be used as cement replacement material when it is not required high strength performance in structures.

Open-access reader

About this research paper

What this paper is about

This paper presents the properties of motor and concrete with natural pozzolan as partial replacement of cement. In this research, natural pozzolan from Twin Taung, Sagaing Region and local cement (Crown) are used. Firstly, chemical composition of natural pozzolan and Crown cement are analysed. And then the physical properties of local materials used in this research are determined according to ASTM procedure. Partial replacement percentages of pozzolan are considered 10%, 20%, 30% and 40%.The strength of motor and concrete with natural pozzolan (0%,10%, 20%, 30%, and 40%) is tested at 7 days,28 days and 91days. From the trial mix design, the water-cement ratio (0.555) is obtained by using the least square method. To get target strength (4000 psi), by using water cement ratio (0.555) and 68% of maximum aggregate size (20 mm), the concrete mix proportion (1:1.9:3) is obtained.The compressive strength of concrete with various percentages of natural pozzolan at 60 days and 91 days are more than 7 days and 28 days strength. Therefore, it can be concluded that natural pozzolan may be used as cement replacement material when it is not required high strength performance in structures.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

This paper presents the properties of motor and concrete with natural pozzolan as partial replacement of cement. In this research, natural pozzolan from Twin Taung, Sagaing Region and local cement (Crown) are used. Firstly, chemical composition of natural pozzolan and Crown cement are analysed. And then the physical properties of local materials used in this research are determined according to ASTM procedure. Partial replacement percentages of pozzolan are considered 10%, 20%, 30% and 40%.The strength of motor and concrete with natural pozzolan (0%,10%, 20%, 30%, and 40%) is tested at 7 days,28 days and 91days. From the trial mix design, the water-cement ratio (0.555) is obtained by using the least square method. To get target strength (4000 psi), by using water cement ratio (0.555) and 68% of maximum aggregate size (20 mm), the concrete mix proportion (1:1.9:3) is obtained.The compressive strength of concrete with various percentages of natural pozzolan at 60 days and 91 days are more than 7 days and 28 days strength. Therefore, it can be concluded that natural pozzolan may be used as cement replacement material when it is not required high strength performance in structures.

Key concepts: Pozzolan, Cement, Compressive strength, Materials science, Aggregate (composite), Pozzolanic activity, Composite material, Properties of concrete

Related papers

Back to paper searchBrowse research topicsOriginal source
Experimental Research on Natural Pozzolan as Cement Replacement — Research Paper | ScholarLens