Publication: Penggunaan ujian teras mikro sebagai satu alternatif ujian konkrit di-situ
| datacite.subject.fos | oecd::Engineering and technology::Civil engineering | |
| dc.contributor.author | Ismail, Shaiful Bahari | |
| dc.date.accessioned | 2024-08-08T07:39:38Z | |
| dc.date.available | 2024-08-08T07:39:38Z | |
| dc.date.issued | 2003-01-01 | |
| dc.description.abstract | Nowadays, there is a various type of in-situ concrete test that has been use. The test that was normally used is compressive core test that obtained from the existing structure. From this test, concrete structures were drill to get the core sample to be tested to obtain the value of concrete strength. However, this testing had occur a lot of problem to the structure itself, so to avoid this problem a new alternative test had been research that will call the microcore test. Therefore, the purpose of this research is to get the relationship between microcore and standard cube strength, as a reference to estimate the concrete strength on site. In order to assess the applicability of the microcores tests to determine the concrete strength in existing structure, the experimental findings obtained from compressive test carried out on 150 microcores taken from various types of concrete are anylized. Then, the experimental findings of microcores are compared to those obtained on 30 test cubes. This study proves the excellent correlation between microcore and cube strength. Finally, all changes or information in preparing concrete sample will be stated as a very important research result according to previous research. | |
| dc.identifier.uri | https://erepo.usm.my/handle/123456789/20150 | |
| dc.language.iso | en | |
| dc.title | Penggunaan ujian teras mikro sebagai satu alternatif ujian konkrit di-situ | |
| dc.type | Resource Types::text::report | |
| dspace.entity.type | Publication | |
| oairecerif.author.affiliation | Universiti Sains Malaysia |