合成纤维增强水泥处理粘土-砂混合料的抗弯性能

IF 0.4 Q4 ENGINEERING, GEOLOGICAL
D. Jung, Baik-Soon Cho, Yong-yun Lee
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引用次数: 2

摘要

合成纤维、水泥含量和砂含量对水泥-粘土-砂混合料抗弯性能的影响通过第三点荷载的抗弯性能试验进行了评估。用于抗弯性能测试的梁试件由不同数量的水泥、砂和合成纤维制成。试验中使用了两种纤维,PVA(聚乙烯醇)和PP(聚丙烯)纤维。试验结果表明,试验所考虑的因素在几个方面对混合料的抗弯性能有显著影响。如果用合成纤维增强混合物,则混合物的抗弯性能得到改善。随着纤维含量的增加,混合料的抗弯强度和抗弯韧性均有所提高。通过多元线性回归分析,评价了纤维掺量、水泥掺量和砂掺量的影响
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Flexural Performance of Cement Treated Clay-Sand Mixtures Reinforced with Synthetic Fibers
The effects of synthetic fibers, cement content, and sand content on the flexural performance of cement - clay - sand mixtures has been evaluated through a flexural performance test with a third - point loading. Beam specimens for the flexural performance test were fabricated with a various amount of cement, sand, and synthetic fibers. Two types of fibers, PVA (Polyvinyl alcohol) and PP (Polypropylene) fibers, were employed in the test. The test results have exhibited that the factors considered in the test have significant effects on the flexural performance of the mixtures in several aspects. The flexural performance of the mixtures has been improved if the mixtures were reinforced with synthetic fibers. The flexural strength and the flexural toughness of the mixtures has been increased as the fiber content was increased. A multiple linear regression analysis has been performed to evaluate the effect of fiber content, cement dosage, and sand content
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