ANALISIS PASIR SUNGAI PANGIAN SEBAGAI BAHAN AGREGAT HALUS TERHADAP KUAT TEKAN BETON

Authors

  • Arron O. T. Woruntu
  • Nicky W. Rampengan
  • Metsi Daud

Keywords:

Concrete, River sand, Characteristics, Compressive strength

Abstract

Concrete is a widely utilized construction material in contemporary building structures It is formed by < em>< p>

combining portland cement water sand and gravel The strength of concrete is inversely proportional to < em>< p>

the FAS value meaning that higher FAS values indicate lower concrete quality The motivation behind < em>< p>

this research stems from the limited information available regarding Pangian river sand The objective of < em>< p>

this study is to assess the characteristics of Pangian river sand and determine the compressive strength of < em>< p>

high quality concrete The concrete specimens used in this investigation were cylindrical in shape with a < em>< p>

diameter of 15 cm and a height of 30 cm resulting in a total of 6 test objects The average slump height < em>< p>

achieved for concrete with a quality of 24 Mpa and FAS of 0 50 was 86 6 mm while for concrete with a < em>< p>

quality of 29 Mpa and FAS of 0 45 the average slump height was 88 mm Furthermore the average < em>< p>

compressive strength of the concrete samples was determined For concrete with a quality of 24 Mpa and < em>< p>

FAS of 0 50 the average compressive strength was 25 6 Mpa representing a 6 6 increase from the < em>< p>

planned quality Similarly for concrete with a quality of 29 Mpa and FAS of 0 45 the average < em>< p>

compressive strength was 31 4 Mpa indicating an 8 275 increase from the planned quality < em>< p>

Consequently it can be inferred that Pangian river sand can be effectively employed as a fine aggregate < em>< p>

material in concrete mixtures < em>< p>

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Published

2024-12-30

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Section

Articles

How to Cite

ANALISIS PASIR SUNGAI PANGIAN SEBAGAI BAHAN AGREGAT HALUS TERHADAP KUAT TEKAN BETON. (2024). Sustainable Construction (SUSCON), 2(2), 183 187. https://ejurnal.unima.ac.id/index.php/suscon/article/view/10823