| dc.contributor.author | Ozyazgan, Cemil | |
| dc.contributor.author | Sola, Ozlem Celik | |
| dc.date.accessioned | 2021-03-04T11:17:23Z | |
| dc.date.available | 2021-03-04T11:17:23Z | |
| dc.date.issued | 2019 | |
| dc.identifier.citation | Sola O. C. , Ozyazgan C., "Analyses of cement mortars containing reclaimed asphalt pavement by using DTA/TG and FTIR", GRADEVINAR, cilt.71, sa.4, ss.273-282, 2019 | |
| dc.identifier.issn | 0350-2465 | |
| dc.identifier.other | av_7191fc0f-2afc-41be-b7c3-765c5981f390 | |
| dc.identifier.other | vv_1032021 | |
| dc.identifier.uri | http://hdl.handle.net/20.500.12627/78204 | |
| dc.identifier.uri | https://doi.org/10.14256/jce.1607.2016 | |
| dc.description.abstract | The reclaimed asphalt pavement (RAP) is used in the study as a recycled material for the production of cement composite. 5 %, 10 % and 15 % of RAP was added to the cement to produce samples. TG/DTA analyses, performed after flexural analyses, revealed that the minimum mass loss occurred in the samples with 5 % RAP additive at stable conditions. The highest mass loss was 11.8 %, and the second highest value amounted to 8.2 % for samples with 15 % of C additive cured in MgSO4 environment. | |
| dc.language.iso | eng | |
| dc.subject | MÜHENDİSLİK, SİVİL | |
| dc.subject | Mühendislik ve Teknoloji | |
| dc.subject | İnşaat Mühendisliği | |
| dc.subject | Mühendislik, Bilişim ve Teknoloji (ENG) | |
| dc.subject | Mühendislik | |
| dc.title | Analyses of cement mortars containing reclaimed asphalt pavement by using DTA/TG and FTIR | |
| dc.type | Makale | |
| dc.relation.journal | GRADEVINAR | |
| dc.contributor.department | İstanbul Üniversitesi , , | |
| dc.identifier.volume | 71 | |
| dc.identifier.issue | 4 | |
| dc.identifier.startpage | 273 | |
| dc.identifier.endpage | 282 | |
| dc.contributor.firstauthorID | 259916 | |
