标题:Mix Proportion Design and Mechanical Properties of Recycled PET Concrete
作者:Yao, Zhanyong; Zhang, Xiaomeng; Ge, Zhi; Jin, Zhuang; Han, Jie; Pan, Xianghong
作者机构:[Yao, Zhanyong; Zhang, Xiaomeng; Ge, Zhi; Jin, Zhuang; Pan, Xianghong] Shandong Univ, Sch Civil Engn, Jinan 250061, Peoples R China.; [Han, Jie] Chi 更多
通讯作者:Zhang, XM
通讯作者地址:[Zhang, XM]Shandong Univ, Sch Civil Engn, 17922 Jingshi Rd, Jinan 250061, Peoples R China.
来源:JOURNAL OF TESTING AND EVALUATION
出版年:2015
卷:43
期:2
页码:344-352
DOI:10.1520/JTE20140059
关键词:PET concrete; mix proportion; compressive strength; flexural strength;; orthogonal test
摘要:The mix proportion and mechanical properties of polyethylene terephthalate (PET) concrete were studied by orthogonal test. PET concrete was produced by mixing melted PET with aggregate and mineral admixtures. The effects of several factors on the properties of PET concrete were investigated. These factors included: (1) coarse aggregate type, (2) mineral materials, (3) PET and mineral/aggregate (PETAM/AG) ratio, (4) sand ratio, (5) PET/mineral (PET/MA) ratio, and (6) maximum particle size of coarse aggregate. The results showed that the most important factor was PETAM/AG, followed by sand ratio and PET/MA. Samples with 10 mm coarse aggregate had the highest compressive strength of 36 MPa. The compressive strength decreased 8.6 and 37 % as the coarse aggregate maximum particle sizes changed from 10 to 4.75 and 13 mm, respectively. There was no significant difference in flexural strength when the sand ratio changed from 35 to 68 %. The strength of PET concrete with basalt was higher than that of concrete with limestone. The concrete containing fly ash and 5 % talc had the highest strength followed by concrete with fly ash, Portland cement (PC), fly ash with 5 % asphalt, without any mineral. The best mix proportion of PET concrete was PETAM/AG of 1: 3, sand ratio of 35 % and PET/fly ash of 2:1.
收录类别:SCOPUS;SCIE
WOS核心被引频次:4
Scopus被引频次:4
资源类型:期刊论文
原文链接:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84941215076&doi=10.1520%2fJTE20140059&partnerID=40&md5=d023a74eb7a840acf35b6a92d4fa71bd
TOP