Balasundaram Gokul, Samuel Simron, Rajkumar Johnpeter
{"title":"使用 5% 的新型电子垃圾部分替代粗骨料与传统混凝土抗压强度对比实验研究","authors":"Balasundaram Gokul, Samuel Simron, Rajkumar Johnpeter","doi":"10.17756/nwj.2023-s3-047","DOIUrl":null,"url":null,"abstract":"An Experimental Study on Compressive","PeriodicalId":36802,"journal":{"name":"NanoWorld Journal","volume":"12 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2023-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"An Experimental Study on Compressive Strength of Conventional Concrete Using 5% of Novel E-waste as a Partial Replacement of Coarse Aggregate in Comparing with Conventional Concrete\",\"authors\":\"Balasundaram Gokul, Samuel Simron, Rajkumar Johnpeter\",\"doi\":\"10.17756/nwj.2023-s3-047\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"An Experimental Study on Compressive\",\"PeriodicalId\":36802,\"journal\":{\"name\":\"NanoWorld Journal\",\"volume\":\"12 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-10-10\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"NanoWorld Journal\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.17756/nwj.2023-s3-047\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"Materials Science\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"NanoWorld Journal","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.17756/nwj.2023-s3-047","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"Materials Science","Score":null,"Total":0}
An Experimental Study on Compressive Strength of Conventional Concrete Using 5% of Novel E-waste as a Partial Replacement of Coarse Aggregate in Comparing with Conventional Concrete