{"title":"创新纤维增强地聚合物粉煤灰基地聚合物在松散砂稳定","authors":"Ahmed Katea, Alaa H. J Al-Rkaby","doi":"10.17993/3ctecno.2023.v12n2e44.93-105","DOIUrl":null,"url":null,"abstract":"Geopolymer (GP) has recently emerged as a new and environmentally friendly alternative to standard soil stabilization agents such as lime and Ordinary Portland Cement (OPC) to reduce environmental concerns. The addition of fibers to treated soil limits crack propagation, enhancing its strength even further. This study used high calcium class C fly ash (CFA) reacted with 10 M NaOH as a geopolymer (GP) binder to treat weak sand soil. Polypropylene (PP) fibers with a length of 4.5 mm were used as reinforcement in amounts ranging from 0.3 to 1.5%. Microstructure and unconfined compressive strength (UCS) testing were performed on the generated specimens. The study proved the benefits of fiber inclusion in improving the mechanical behavior of the treated weak soil. Superior strength characteristics were observed in GP- treated soil mixes with a binder content of 20% and an Activator/Binder (A/B) ratio of 0.4 reinforced with 1.5% PP fibers by weight, indicating that they can be used as a sustainable alternative to traditional binders in deep soil mixing applications.","PeriodicalId":143630,"journal":{"name":"3C Tecnología","volume":"20 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-06-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"The innovative Fiber reinforced geopolymer fly ash-based geopolymer in loose sand stabilization\",\"authors\":\"Ahmed Katea, Alaa H. J Al-Rkaby\",\"doi\":\"10.17993/3ctecno.2023.v12n2e44.93-105\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Geopolymer (GP) has recently emerged as a new and environmentally friendly alternative to standard soil stabilization agents such as lime and Ordinary Portland Cement (OPC) to reduce environmental concerns. The addition of fibers to treated soil limits crack propagation, enhancing its strength even further. This study used high calcium class C fly ash (CFA) reacted with 10 M NaOH as a geopolymer (GP) binder to treat weak sand soil. Polypropylene (PP) fibers with a length of 4.5 mm were used as reinforcement in amounts ranging from 0.3 to 1.5%. Microstructure and unconfined compressive strength (UCS) testing were performed on the generated specimens. The study proved the benefits of fiber inclusion in improving the mechanical behavior of the treated weak soil. Superior strength characteristics were observed in GP- treated soil mixes with a binder content of 20% and an Activator/Binder (A/B) ratio of 0.4 reinforced with 1.5% PP fibers by weight, indicating that they can be used as a sustainable alternative to traditional binders in deep soil mixing applications.\",\"PeriodicalId\":143630,\"journal\":{\"name\":\"3C Tecnología\",\"volume\":\"20 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-06-25\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"3C Tecnología\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.17993/3ctecno.2023.v12n2e44.93-105\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"3C Tecnología","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.17993/3ctecno.2023.v12n2e44.93-105","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
土聚合物(GP)最近作为一种新的、环保的替代标准土壤稳定剂,如石灰和普通波特兰水泥(OPC),以减少对环境的担忧。在处理过的土壤中加入纤维,限制了裂缝的扩展,进一步提高了其强度。本研究采用高钙C类粉煤灰(CFA)与10 M NaOH反应作为地聚合物(GP)粘结剂处理软弱砂土。采用长度为4.5 mm的聚丙烯(PP)纤维作为增强材料,增强量为0.3 ~ 1.5%。对生成的试样进行了显微组织和无侧限抗压强度(UCS)测试。研究证明了纤维包埋对改善处理后软弱土力学性能的好处。结合剂含量为20%、活化剂/结合剂(a /B)比为0.4、PP纤维重量比为1.5%时,经GP处理的混合土具有优异的强度特性,这表明它们可以作为传统粘结剂的可持续替代品,用于深层土壤混合应用。
The innovative Fiber reinforced geopolymer fly ash-based geopolymer in loose sand stabilization
Geopolymer (GP) has recently emerged as a new and environmentally friendly alternative to standard soil stabilization agents such as lime and Ordinary Portland Cement (OPC) to reduce environmental concerns. The addition of fibers to treated soil limits crack propagation, enhancing its strength even further. This study used high calcium class C fly ash (CFA) reacted with 10 M NaOH as a geopolymer (GP) binder to treat weak sand soil. Polypropylene (PP) fibers with a length of 4.5 mm were used as reinforcement in amounts ranging from 0.3 to 1.5%. Microstructure and unconfined compressive strength (UCS) testing were performed on the generated specimens. The study proved the benefits of fiber inclusion in improving the mechanical behavior of the treated weak soil. Superior strength characteristics were observed in GP- treated soil mixes with a binder content of 20% and an Activator/Binder (A/B) ratio of 0.4 reinforced with 1.5% PP fibers by weight, indicating that they can be used as a sustainable alternative to traditional binders in deep soil mixing applications.