Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Osman Okuyucu"'
Publikováno v:
Case Studies in Construction Materials, Vol 18, Iss , Pp e01892- (2023)
Conventional controlled low strength materials (CLSM) are used in rapid construction due to their self-leveling and self-consolidating properties. However, as these mixes contain low cement content, the setting time of CLSM mixes are slow, making it
Externí odkaz:
https://doaj.org/article/cf5d588461214fdeb87ad427b4287732
Publikováno v:
Materials; Volume 15; Issue 18; Pages: 6385
This study presents a novel method for predicting the undrained shear strength (c(u)) using artificial intelligence technology. The c(u) value is critical in geotechnical applications and difficult to directly determine without laboratory tests. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6a95b520ece7eab4e31367d6c429baac
https://pubmed.ncbi.nlm.nih.gov/36143696
https://pubmed.ncbi.nlm.nih.gov/36143696
The relationship between curing regime and mechanical properties of controlled low-strength material
Publikováno v:
Construction and Building Materials. 315:125460
This paper outlines research conducted on controlled low strength material (CLSM) to examine the effects of curing condition and water-cementitious material (w:cm) ratio on its engineering properties, including compressive strength, elastic modulus,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bccec1ab03e01e5d14dc08f4ddb5fec2
https://doi.org/10.1016/j.conbuildmat.2021.125460
https://doi.org/10.1016/j.conbuildmat.2021.125460
Publikováno v:
Journal of Materials in Civil Engineering. 31
A material selected for pavement base layers must possess the structural capacity to withstand stresses and strains caused by vehicle loading and environmental factors. Self-consolidating b...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7a63282966566599822fc29970b056f7
https://doi.org/10.1061/(asce)mt.1943-5533.0002816
https://doi.org/10.1061/(asce)mt.1943-5533.0002816