Effect of cement based grout on different water/cementratios on unit socket resistance for Gaziantep basalt stone

The main purpose of this study is to investigate the relationship between unit perimeter friction and uniaxial compressive strength of basalt stone in Gaziantep and surrounding provinces.Basalt stone uniaxial compressive strength is expected to be significant differences in the ventilating and smooth, experiments were carried out for different water-cement ratio conditions on samples taken from different sites in Gaziantep. For Gaziantep basalt stone,especially in hollow rocks, much lower environmental friction and low assumptions were observed than the real situation. For this purpose, this research was needed. In this study, the resistance of grouts has been increased with changes in water-cement ratio, but no serious changes have been detected in unit perimeter friction. The reason for this can be said to be the low tensile strength of concrete. Gaziantep basalt stone was found to be nearly two times stronger than the ventilating stone even though the basalt stone is not close in both ventilating and smooth. As a reason for this, the friction resistance is low since the smooth and gapless carried without holes are high compressive strength and the surface area is smooth. In this study a linear correlation Gaziantep basalt transported unit will be recommended for use in skin friction estimate. Therefore, the lower limit of some methods used in this work would be safer for said design.