EFFECT OF SEA WATER, COASTAL SAND, AND CLAM SHELL POWDER ON COMPRESSIVE STRENGTH OF NORMAL CONCRETE

M. Helmi, F. Alami, M. Isneini, Rendityas Mayang Sari, Muhammad Daffa Zikrillah
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Abstract

Durability and resilience are essential factors of reinforced concrete structures in maritime environment which are subjected by stress, abrasion, and tidal exposure continuously. The research aims to analyze the effect of marine materials and its environment on the compressive strength of concrete cube (15x15x15 cm) at various days such as 7, 14, 28, and 56 days. The marine materials were used such as seawater, coastal sand, and clamshell powder as part of the concrete mixture. In addition, the effect of seawater on curing period, also were investigated. Treatment of marine environment were conducted by placing the samples after 28 days of age in tidal zone, submerged, and coastal atmospheric area.  The results show the marine environment decreased the compressive strength about of 2%, 11% and 19% for coastal atmosphere, tidal and submerged treatments respectively which correlated to carbonation depth. The use of coastal sand in concrete mixture decreased compressive strength of concrete while the presence of clamshell powder slightly increased compressive strength for both curing treatments in fresh water and seawater. The curing process in seawater until the 28-days had a similar of compressive strength rate with the ones in freshwater.
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海水、沿海砂和蛤壳粉对普通混凝土抗压强度的影响
在海洋环境中,钢筋混凝土结构会不断受到应力、磨损和潮汐的影响,因此耐久性和回弹性是钢筋混凝土结构的基本要素。本研究旨在分析海洋材料及其环境对混凝土立方体(15x15x15 厘米)在 7、14、28 和 56 天等不同天数下抗压强度的影响。在混凝土混合物中使用了海水、海岸砂和蛤壳粉等海洋材料。此外,还研究了海水对养护期的影响。通过将 28 天龄期后的样品放置在潮汐区、水下和沿海大气区,对海洋环境进行了处理。 结果表明,海洋环境使沿海大气、潮汐和水下处理的抗压强度分别降低了约 2%、11% 和 19%,这与碳化深度有关。在混凝土混合物中使用沿海砂会降低混凝土的抗压强度,而在淡水和海水中的两种养护处理中,蛤壳粉的存在会略微提高抗压强度。在海水中养护至 28 天的抗压强度与淡水中的抗压强度相近。
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