Investigation of Strength Properties of Different Cement Types on Sandy Soil

Abstract

In this study, strength performance of DMFC-800 fine-grained cement, CEM I Portland cement, CEM II composite cement and CEM III slag admixtured cement on sandy soil were investigated. Cement mortars in different W/C ratios were prepared and mixed with sandy ground. Unconfined compressive strength (UCS) tests were performed at the end of curing periods of 7,28 and 56 days. Fine-grained cement showed early strength and was the best tolerant cement type for excess water. Admixtured cements gave better results than CEM I cement in the long term.