Wahidy, MojebullahOlgun, Murat2024-10-032024-10-032018978-605-68537-3-9https://hdl.handle.net/20.500.13091/6324In this study, small samples were formed by mixing cement as mineral binder with clay. Thus, rheological test were performed as preliminary tests to find the optimum water / cement (W/C) ratio used in the mixture. Therefore 4 types of cement were used in the study. This cements are CEM I 42.5 R, CEM II / A-M (P-L) 42.5 R, CEM III / A 42.5 N & DMFC-800 (microfine cement). İn this context marshal funnel test, sedimentation test and vicat test was performed in different water / cement ratio. This ratios are 0.4, 0.5, 0.6, 0.75, 0.9, 1, 1.25, 1.5, 2 and they are different for each test. With the rheological test performed, 0.9 was chosen as the optimum water / cement ratio for each cement. the clay mixture was obtained by mixing injection that prepared in optimum (W/C), with clay paste prepared in liquid limit. In the preparation of the mixtures, the cement amount for each cement type was chosen as 4 different ratios (6, 9, 12, 15%) of the dry weight of the clay percentage. Prepared mixture was filled regularly into small PVC containers for, 7,14,28 days Curing time. UCS (Unconfined Compressive Strength) test were performed on the samples at specified times. The rheological test results show that the DMFC-800 sedimentation capacity, viscosity are the smallest and setting times is less than other cement types, CEM III / A 42.5 N cement setting time is more than other cement types, the viscosity of CEM I 42.5 R cement is more than other cement and it has maximum sedimentasyon capacity. The results of UCS test show that CEM II / A-M (P-L) 42.5 R cement treated soil is more resistant than other and DMFC-800 cement treated soil is less resistant than other in high ratio of (W/C). There was no significant decrease in DMFC-800 cement treated soil strength, while there was a sudden decrease in the strength of other cement treated soil at low ratios of (W/C). CEM III / A 42.5 N cement treated soil has lowest resistance in %6 ratios while it has maksimum resistance after CEM II / AM (P-L) 42.5 R cement treated soil in high ratio of (W/C).eninfo:eu-repo/semantics/openAccessDeep Mixing ColumnDMFC-800 CementRheological TestSedimentasyon CapacityUCS TestConference Object