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Durability and strength characteristics of high-strength concrete incorporated with volcanic pumice powder and polypropylene fibers

机译:高强度混凝土的耐久性和强度特性掺入火山孔和聚丙烯纤维

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In this paper, the partial replacement of volcanic pumice powder (VPP) was investigated for use as a supplementary cementitious material. High-strength concrete (HSC) was prepared using two sets of VPP (10% and 20%) incorporated with three sets of polypropylene fiber (PF) (0.20%, 0.35%, and 0.50%) to produce different concrete mixtures. Several tests, including slump, compressive strength, indirect tensile strength, flexural strength, water absorption, initial surface absorption, and sorptivity, were conducted to evaluate HSC performance. Results showed the prepared specimens with 10% cement replacement with VPP and 0.20% PF content indicated a slight increase in compressive strength compared with the control concrete at later ages. Indirect tensile and flexural strengths were optimized at 10% VPP replacement with 0.50% PF content. Furthermore, adding PFs to mixes increased indirect tensile and flexural strength but decreased slump. The sorptivity test indicated low water soaking due to VPP content in the mixes compared with the control mix (HSC); it declined as the replacement of VPP increased. The different standard tests on mixes depicted favorable results and good prospects for the inclusion of VPP in HSC structures.
机译:在本文中,研究了火山孔粉末(VPP)的部分替代用作补充水泥材料。使用两组VPP(10%和20%)制备高强度混凝土(HSC),其与三组聚丙烯纤维(PF)(0.20%,0.35%和0.50%)掺入,以产生不同的混凝土混合物。进行了几次测试,包括坍落度,抗压强度,间接拉伸强度,弯曲强度,吸水,初始表面吸收和吸附性,以评估HSC性能。结果表明,具有vpp和0.20%PF含量的10%水泥置换的制备标本表明抗压强度略微增加,与后期的对照混凝土相比。间接拉伸和抗弯强度以0.50%PF含量为10%的VPP替代优化。此外,添加PFS以混合增加间接拉伸和弯曲强度,但坍落度降低。与对照组(HSC)相比,吸附效力试验指示了由于混合物中的VPP含量的低水浸泡;随着更换VPP的增加,它拒绝了。对混合物的不同标准测试描述了在HSC结构中包含VPP的良好结果和良好前景。

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