Experimental Investigation of Mechanical and Microstructural Properties of Concrete Containing Bentonite and Dolomite as a Partial Replacement of Cement

IF 0.6 Q3 ENGINEERING, MULTIDISCIPLINARY Jurnal Kejuruteraan Pub Date : 2023-11-30 DOI:10.17576/jkukm-2023-35(6)-02
Israr Ahmad Awan, Syed Saqib Mehboob, Raja Wajaht Zahoor Khan
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Abstract

In this study, the effect of bentonite (BT) and dolomite (DT) on the mechanical and microstructural properties of concrete was evaluated on nine mixes. Cement was replaced with bentonite and dolomite by weight with varying mix ratios. The mixes are divided as M1 (Control mix), M2 (2.5% BT), M3 (2.5% DT), M4 (5% BT), M5 (5% DT), M6 (10% BT), M7 (10% DT), M8 (2.5% BT and 2.5% DT), and M9 (5% BT and 5% DT). Concrete specimens were subjected to mechanical and microstructural analysis tests. Mechanical test results show that the addition of bentonite (2.5%, 5%, and 10% ) leads to an increase in compressive strength (6.31%, 8.94%, and 13.15%) respectively. Similarly, the addition of 2.5% and 5% dolomite enhanced compressive strength by 10.52%, and 8.94% respectively, however, the addition of 10% dolomite reduced compressive strength by 6.8%. Replacement of cement with dolomite and bentonite individually also showed a small contribution to flexural and split tensile strength. Microstructural analysis shows that the addition of bentonite and dolomite filled the microstructure and refined the internal pores contributing to compressive strength. In addition, the replacement of cement with bentonite and dolomite enhanced the formation of CSH gel.
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含膨润土和白云石部分替代水泥的混凝土力学性能和微观结构性能的实验研究
本研究评估了膨润土(BT)和白云石(DT)对九种混合混凝土的机械和微观结构特性的影响。水泥按重量被膨润土和白云石取代,混合比例各不相同。混合料分为 M1(对照混合料)、M2(2.5% BT)、M3(2.5% DT)、M4(5% BT)、M5(5% DT)、M6(10% BT)、M7(10% DT)、M8(2.5% BT 和 2.5%DT)以及 M9(5% BT 和 5%DT)。对混凝土试样进行了力学和微观结构分析测试。力学测试结果表明,添加膨润土(2.5%、5% 和 10%)可提高抗压强度(分别为 6.31%、8.94% 和 13.15%)。同样,添加 2.5%和 5%的白云石可使抗压强度分别提高 10.52% 和 8.94%,但添加 10%的白云石则会使抗压强度降低 6.8%。用白云石和膨润土单独取代水泥对抗弯强度和劈裂拉伸强度的贡献也很小。微观结构分析表明,膨润土和白云石的加入填充了微观结构,细化了内部孔隙,有助于提高抗压强度。此外,用膨润土和白云石替代水泥还能促进 CSH 凝胶的形成。
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来源期刊
Jurnal Kejuruteraan
Jurnal Kejuruteraan ENGINEERING, MULTIDISCIPLINARY-
自引率
16.70%
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0
审稿时长
24 weeks
期刊最新文献
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