International Journal of Engineering and Technical Research (IJETR) ISSN: 2321-0869 (O) 2454-4698 (P), Volume-3, Issue-12, December 2015 41 www.erpublication.org Abstract— In this research, contemplate the customary Portland Cement has been supplanted by earthenware waste powder as needs be in the scope of 0%, 5%, 10%, 15%, 20%, 25% and 30% by weight for M30 and M-40 Grade concrete and finds compressive quality and Split elasticity. Keeping this perspective, the point of the examination is to think about the conduct of concrete while supplanting the earthenware waste with diverse extents. The Wastes utilized originated from artistic industry which had been considered unfit available to be purchased because of an assortment of reasons, including dimensional or mechanical absconds, or abandons in the firing procedure. Index Terms — Tile dust powder, Super Plasticizer, Compressive strength, Split tensile strength I. INTRODUCTION Concrete is comprehensively used as a major medium for construction globally it gives relatively great resistance for applied load without any deformations and long lasting Struc tures. But when such concrete is exposed to aggressive envir onment created by the prevalence of chloride ions that are co mmon in marine/costal environment characterized by temper ature extremes it is shedding a negative impact. Hot marine and coastal environments upset the condition of concrete and making it deleterious to the strength and durabi lity characteristics thereby causing premature deterioration o f concrete structures. Introducing Reduce-Reuse-Recycle phenomenon in this indu stry has extensive results in reducing the hazards of pollutio n. The use of replacement materials offers cost education, en ergy savings, arguably superior products, and minimize the h azards in the environment. Usage of recycled products also c hanges the microstructure of the composition by participati ng in the hydraulic reactions. II. EXPERMENTAL MATERIALS A. CEMENT The bond acquired was tried for physical prerequisites as per IS: 12269-1987. The subtle elements are given in Table. The bond affirms to 53 Grade. Ch.Devi, Student of M.Tech, Civil Engineering,Department, Godavari Insti tute of Engineering & Technology, Rajahmundry, India. D.Venkateswarlu, Head of the Department, Civil Enginee ing, Godavari Institute of Engineering & Technology, Rajahmundry, India. PROPERTIES OF CEMENT S.No Property Result 1 Specific Gravity 3.07 2 Fineness of Cement by sieving 92.50% 3 Standard Consistency 25% 4 Setting Time i) Initial Setting time 65 min ii) Final setting time 208 min 5 Compressive Strength i) 3 days 27 Mpa ii) 7 days 37 Mpa B. FINE AGGREGATE (SAND) The fine total utilized as a part of normal sand acquired from the waterway complying with reviewing zone – II of table 3 of IS 10262:2009. PROPERTIES OF FINE AGGREGATE S. No Properties Result 1 Specific gravity 2..74 2 Fineness modulus 2.82 3 Un-compacted Bulk density 1496.29 kg/m3 4 Water absorption 1.1 5 Compacted bulk density 1614.81 kg/m3 C. COARSE AGGREGATE Aggregates of size 20 mm and 10 mm which are obtained by crushing, angular in shape are prescribed in this regard. A well sieved sample free from dust has to be used. PROPERTIES OF COARSE AGGREGATE S. No Properties Result IS 383:1970 1 Specific gravity 2.74 2.6-2.8 2 Fineness modulus 6.29 5.5-8.0 3 Un-compacted Bulk density 1337.78 kg/m 3 - 4 Water absorption 1.10% <10 5 Compacted bulk density 1496.29 kg/m 3 - A Study on Various Properties of Concrete by Using Ceramic Dust Powder as a Partial Replacement of Cement Ch.Devi, D.Venkateswarlu