Cédric Mbiakop Dieuhou, Gaëlle Ngnie, Jean Jacques Kouadjo Tchekwagep, Barbara Rodrigue Eloundou Mbole, Hervé Kouamo Tchakouté, Zihao Li, Claus Henning Rüscher, Charles Peguy Nanseu-Njiki, Pengkun Hou
{"title":"添加硅砂粉对废烧粘土砖基地聚合物宏观性能和微观孔隙结构的影响","authors":"Cédric Mbiakop Dieuhou, Gaëlle Ngnie, Jean Jacques Kouadjo Tchekwagep, Barbara Rodrigue Eloundou Mbole, Hervé Kouamo Tchakouté, Zihao Li, Claus Henning Rüscher, Charles Peguy Nanseu-Njiki, Pengkun Hou","doi":"10.1007/s43452-025-01222-6","DOIUrl":null,"url":null,"abstract":"<div><p>The task of this research is to examine the behavior of silica sand powder on the macroscopic properties and the microscopic pore structures of non-calcined and calcined waste-fired brick-based geopolymers. In the <i>R</i><sup>3</sup> reactivity test, calcined waste-fired bricks release 460 J/g, while non-calcined waste-fired bricks release 457 J/g. The findings highlight that the compressive strength of waste-fired clay brick-based geopolymers increases from (44.96 ± 1.17) to (54.45 ± 1.73) MPa after the addition of 30 g of silica sand powder. When 40 g of silica sand is added, it decreases from (54.45 ± 1.73) to (50.71 ± 1.69) MPa. The compressive strength rises from (53.16 ± 1.69) to (64.89 ± 1.96) MPa when 10 g of silica sand powder is added to the calcined waste-fired clay brick. It decreases from (64.89 ± 1.96) to (49.04 ± 1.32) MPa if 40 g of silica sand is added. The mercury intrusion porosimetry results demonstrate that the geopolymers contain mesopores and macropores. The range of pore size diameters of the calcined waste-fired clay brick-based reference geopolymer (5–60 nm) is smaller than that of the waste-fired clay brick-based geopolymer (5–94 nm). It was found that the addition of 30 and 10 g of silica sand powder to geopolymers made from non-calcined and calcined waste-fired clay bricks, respectively, tended to increase siloxane chains, convert macropores into inaccessible finer pores.</p></div>","PeriodicalId":55474,"journal":{"name":"Archives of Civil and Mechanical Engineering","volume":"25 4","pages":""},"PeriodicalIF":4.4000,"publicationDate":"2025-05-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Influence of adding silica sand powder on the macroscopic properties and microscopic pore structures of waste-fired clay brick-based geopolymers\",\"authors\":\"Cédric Mbiakop Dieuhou, Gaëlle Ngnie, Jean Jacques Kouadjo Tchekwagep, Barbara Rodrigue Eloundou Mbole, Hervé Kouamo Tchakouté, Zihao Li, Claus Henning Rüscher, Charles Peguy Nanseu-Njiki, Pengkun Hou\",\"doi\":\"10.1007/s43452-025-01222-6\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The task of this research is to examine the behavior of silica sand powder on the macroscopic properties and the microscopic pore structures of non-calcined and calcined waste-fired brick-based geopolymers. In the <i>R</i><sup>3</sup> reactivity test, calcined waste-fired bricks release 460 J/g, while non-calcined waste-fired bricks release 457 J/g. The findings highlight that the compressive strength of waste-fired clay brick-based geopolymers increases from (44.96 ± 1.17) to (54.45 ± 1.73) MPa after the addition of 30 g of silica sand powder. When 40 g of silica sand is added, it decreases from (54.45 ± 1.73) to (50.71 ± 1.69) MPa. The compressive strength rises from (53.16 ± 1.69) to (64.89 ± 1.96) MPa when 10 g of silica sand powder is added to the calcined waste-fired clay brick. It decreases from (64.89 ± 1.96) to (49.04 ± 1.32) MPa if 40 g of silica sand is added. The mercury intrusion porosimetry results demonstrate that the geopolymers contain mesopores and macropores. The range of pore size diameters of the calcined waste-fired clay brick-based reference geopolymer (5–60 nm) is smaller than that of the waste-fired clay brick-based geopolymer (5–94 nm). It was found that the addition of 30 and 10 g of silica sand powder to geopolymers made from non-calcined and calcined waste-fired clay bricks, respectively, tended to increase siloxane chains, convert macropores into inaccessible finer pores.</p></div>\",\"PeriodicalId\":55474,\"journal\":{\"name\":\"Archives of Civil and Mechanical Engineering\",\"volume\":\"25 4\",\"pages\":\"\"},\"PeriodicalIF\":4.4000,\"publicationDate\":\"2025-05-21\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Archives of Civil and Mechanical Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s43452-025-01222-6\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Archives of Civil and Mechanical Engineering","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s43452-025-01222-6","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Influence of adding silica sand powder on the macroscopic properties and microscopic pore structures of waste-fired clay brick-based geopolymers
The task of this research is to examine the behavior of silica sand powder on the macroscopic properties and the microscopic pore structures of non-calcined and calcined waste-fired brick-based geopolymers. In the R3 reactivity test, calcined waste-fired bricks release 460 J/g, while non-calcined waste-fired bricks release 457 J/g. The findings highlight that the compressive strength of waste-fired clay brick-based geopolymers increases from (44.96 ± 1.17) to (54.45 ± 1.73) MPa after the addition of 30 g of silica sand powder. When 40 g of silica sand is added, it decreases from (54.45 ± 1.73) to (50.71 ± 1.69) MPa. The compressive strength rises from (53.16 ± 1.69) to (64.89 ± 1.96) MPa when 10 g of silica sand powder is added to the calcined waste-fired clay brick. It decreases from (64.89 ± 1.96) to (49.04 ± 1.32) MPa if 40 g of silica sand is added. The mercury intrusion porosimetry results demonstrate that the geopolymers contain mesopores and macropores. The range of pore size diameters of the calcined waste-fired clay brick-based reference geopolymer (5–60 nm) is smaller than that of the waste-fired clay brick-based geopolymer (5–94 nm). It was found that the addition of 30 and 10 g of silica sand powder to geopolymers made from non-calcined and calcined waste-fired clay bricks, respectively, tended to increase siloxane chains, convert macropores into inaccessible finer pores.
期刊介绍:
Archives of Civil and Mechanical Engineering (ACME) publishes both theoretical and experimental original research articles which explore or exploit new ideas and techniques in three main areas: structural engineering, mechanics of materials and materials science.
The aim of the journal is to advance science related to structural engineering focusing on structures, machines and mechanical systems. The journal also promotes advancement in the area of mechanics of materials, by publishing most recent findings in elasticity, plasticity, rheology, fatigue and fracture mechanics.
The third area the journal is concentrating on is materials science, with emphasis on metals, composites, etc., their structures and properties as well as methods of evaluation.
In addition to research papers, the Editorial Board welcomes state-of-the-art reviews on specialized topics. All such articles have to be sent to the Editor-in-Chief before submission for pre-submission review process. Only articles approved by the Editor-in-Chief in pre-submission process can be submitted to the journal for further processing. Approval in pre-submission stage doesn''t guarantee acceptance for publication as all papers are subject to a regular referee procedure.