矿山密封墙自膨胀充填材料试验研究

IF 1.4 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY
Sun Liu, G. Shi, Yihang Xu, Xiaoqing Bao
{"title":"矿山密封墙自膨胀充填材料试验研究","authors":"Sun Liu, G. Shi, Yihang Xu, Xiaoqing Bao","doi":"10.1680/jadcr.22.00016","DOIUrl":null,"url":null,"abstract":"A self-expanding filling material for mine-sealing walls (SEFM–MSW) was developed to solve the problems of large solid material amounts, high labour intensities and poor sealing effects. This study examines material composition and structure. The results are as follows. First, the SEFM–MSW could be optimised with an expansion agent at 0.4∼1.0%, an admixture at 1.0∼1.5%, a fibre at 0.1% and a w/c (water/cement) ratio of 0.45∼0.5. Second, the fitting results were highly consistent of the relationship between the 28d-compressive strength and the porosity of the SEFM–MSW with the Ryshkewitch and Balshin models. Third, when the SEFM–MSW expansion ratio was higher, the average pore size was larger, the pore size distribution was wider and the compressive strength was lower. These results have realistic impacts for practical engineering applications.","PeriodicalId":7299,"journal":{"name":"Advances in Cement Research","volume":" ","pages":""},"PeriodicalIF":1.4000,"publicationDate":"2022-05-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Experimental study of a self-expanding filling material for mine-sealing walls\",\"authors\":\"Sun Liu, G. Shi, Yihang Xu, Xiaoqing Bao\",\"doi\":\"10.1680/jadcr.22.00016\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"A self-expanding filling material for mine-sealing walls (SEFM–MSW) was developed to solve the problems of large solid material amounts, high labour intensities and poor sealing effects. This study examines material composition and structure. The results are as follows. First, the SEFM–MSW could be optimised with an expansion agent at 0.4∼1.0%, an admixture at 1.0∼1.5%, a fibre at 0.1% and a w/c (water/cement) ratio of 0.45∼0.5. Second, the fitting results were highly consistent of the relationship between the 28d-compressive strength and the porosity of the SEFM–MSW with the Ryshkewitch and Balshin models. Third, when the SEFM–MSW expansion ratio was higher, the average pore size was larger, the pore size distribution was wider and the compressive strength was lower. These results have realistic impacts for practical engineering applications.\",\"PeriodicalId\":7299,\"journal\":{\"name\":\"Advances in Cement Research\",\"volume\":\" \",\"pages\":\"\"},\"PeriodicalIF\":1.4000,\"publicationDate\":\"2022-05-27\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Advances in Cement Research\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1680/jadcr.22.00016\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Advances in Cement Research","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1680/jadcr.22.00016","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 1

摘要

针对固体物料量大、劳动强度高、密封效果差的问题,开发了一种自膨胀型矿山密封墙填充材料(SEFM–MSW)。这项研究考察了材料的组成和结构。结果如下。首先,SEFM–MSW可以使用0.4~1.0%的膨胀剂、1.0~1.5%的外加剂、0.1%的纤维和0.45~0.5的水灰比进行优化。其次,拟合结果与Ryshkewitch和Balshin模型的SEFM–MSW的28d抗压强度和孔隙率之间的关系高度一致。第三,当SEFM–MSW膨胀比较高时,平均孔径较大,孔径分布较宽,抗压强度较低。这些结果对实际工程应用具有现实影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental study of a self-expanding filling material for mine-sealing walls
A self-expanding filling material for mine-sealing walls (SEFM–MSW) was developed to solve the problems of large solid material amounts, high labour intensities and poor sealing effects. This study examines material composition and structure. The results are as follows. First, the SEFM–MSW could be optimised with an expansion agent at 0.4∼1.0%, an admixture at 1.0∼1.5%, a fibre at 0.1% and a w/c (water/cement) ratio of 0.45∼0.5. Second, the fitting results were highly consistent of the relationship between the 28d-compressive strength and the porosity of the SEFM–MSW with the Ryshkewitch and Balshin models. Third, when the SEFM–MSW expansion ratio was higher, the average pore size was larger, the pore size distribution was wider and the compressive strength was lower. These results have realistic impacts for practical engineering applications.
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
Advances in Cement Research
Advances in Cement Research 工程技术-材料科学:综合
CiteScore
3.70
自引率
5.00%
发文量
56
审稿时长
3.2 months
期刊介绍: Advances in Cement Research highlights the scientific ideas and innovations within the cutting-edge cement manufacture industry. It is a global journal with a scope encompassing cement manufacture and materials, properties and durability of cementitious materials and systems, hydration, interaction of cement with other materials, analysis and testing, special cements and applications.
×
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