水泥土强度有效参数的试验研究

IF 1 Q4 ENGINEERING, CIVIL
M. Tajdini, Yaser Khalaji Zadeh, Hamidreza Nokhbeh Zaeim, Omid Rasouli Ghahroudi, M. Jalili
{"title":"水泥土强度有效参数的试验研究","authors":"M. Tajdini, Yaser Khalaji Zadeh, Hamidreza Nokhbeh Zaeim, Omid Rasouli Ghahroudi, M. Jalili","doi":"10.22059/CEIJ.2020.271426.1532","DOIUrl":null,"url":null,"abstract":"Soil-cement is a mixture of Portland cement, soil and water, which are bonded together due to the cement hydration and compaction. It have durability, low permeability and resistance against wear. Water to cement ratio, cement content and type have been commonly investigated as the most effective factors on the compressive strength of soil-cement. This study aims at the investigation of the effects of some other factors, such as Sand Equivalent (SE), Plasticity Index (PI), and gradation of the soil on the compressive and flexural strength of soil-cement. Results show that the compressive and flexural strength of soil-cement increases with increasing the sand equivalent and decreasing the plasticity index of the soil.","PeriodicalId":43959,"journal":{"name":"Civil Engineering Infrastructures Journal-CEIJ","volume":null,"pages":null},"PeriodicalIF":1.0000,"publicationDate":"2020-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Experimental Investigation of the Effective Parameters on the Strength of Soil - Cement\",\"authors\":\"M. Tajdini, Yaser Khalaji Zadeh, Hamidreza Nokhbeh Zaeim, Omid Rasouli Ghahroudi, M. Jalili\",\"doi\":\"10.22059/CEIJ.2020.271426.1532\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Soil-cement is a mixture of Portland cement, soil and water, which are bonded together due to the cement hydration and compaction. It have durability, low permeability and resistance against wear. Water to cement ratio, cement content and type have been commonly investigated as the most effective factors on the compressive strength of soil-cement. This study aims at the investigation of the effects of some other factors, such as Sand Equivalent (SE), Plasticity Index (PI), and gradation of the soil on the compressive and flexural strength of soil-cement. Results show that the compressive and flexural strength of soil-cement increases with increasing the sand equivalent and decreasing the plasticity index of the soil.\",\"PeriodicalId\":43959,\"journal\":{\"name\":\"Civil Engineering Infrastructures Journal-CEIJ\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":1.0000,\"publicationDate\":\"2020-12-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Civil Engineering Infrastructures Journal-CEIJ\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.22059/CEIJ.2020.271426.1532\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Civil Engineering Infrastructures Journal-CEIJ","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.22059/CEIJ.2020.271426.1532","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 1

摘要

土壤水泥是硅酸盐水泥、土壤和水的混合物,由于水泥的水化和压实而结合在一起。它具有耐用性、低渗透性和耐磨性。水灰比、水泥含量和类型是影响水泥土抗压强度的最有效因素。本研究旨在研究其他一些因素,如砂当量(SE)、塑性指数(PI)和土壤级配对水泥土抗压和抗弯强度的影响。结果表明,水泥土的抗压强度和抗弯强度随砂当量的增加和塑性指数的降低而增加。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental Investigation of the Effective Parameters on the Strength of Soil - Cement
Soil-cement is a mixture of Portland cement, soil and water, which are bonded together due to the cement hydration and compaction. It have durability, low permeability and resistance against wear. Water to cement ratio, cement content and type have been commonly investigated as the most effective factors on the compressive strength of soil-cement. This study aims at the investigation of the effects of some other factors, such as Sand Equivalent (SE), Plasticity Index (PI), and gradation of the soil on the compressive and flexural strength of soil-cement. Results show that the compressive and flexural strength of soil-cement increases with increasing the sand equivalent and decreasing the plasticity index of the soil.
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
CiteScore
1.30
自引率
60.00%
发文量
0
审稿时长
47 weeks
×
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