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
{"title":"合成纤维增强水泥处理粘土-砂混合料的抗弯性能","authors":"D. Jung, Baik-Soon Cho, Yong-yun Lee","doi":"10.12814/JKGSS.2017.16.1.019","DOIUrl":null,"url":null,"abstract":"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","PeriodicalId":42164,"journal":{"name":"Journal of the Korean Geosynthetic Society","volume":"69 1","pages":"19-29"},"PeriodicalIF":0.4000,"publicationDate":"2017-03-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Flexural Performance of Cement Treated Clay-Sand Mixtures Reinforced with Synthetic Fibers\",\"authors\":\"D. Jung, Baik-Soon Cho, Yong-yun Lee\",\"doi\":\"10.12814/JKGSS.2017.16.1.019\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"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\",\"PeriodicalId\":42164,\"journal\":{\"name\":\"Journal of the Korean Geosynthetic Society\",\"volume\":\"69 1\",\"pages\":\"19-29\"},\"PeriodicalIF\":0.4000,\"publicationDate\":\"2017-03-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of the Korean Geosynthetic Society\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.12814/JKGSS.2017.16.1.019\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of the Korean Geosynthetic Society","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.12814/JKGSS.2017.16.1.019","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
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
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
20.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信