INFLUENCE OF STEEL FIBERS AND PARTIAL REPLACEMENT OF SAND BY IRON ORE TAILINGS ON THE COMPRESSIVE AND SPLITTING TENSILE STRENGTH OF CONCRETE
Journal: International Journal of Civil Engineering and Technology (IJCIET) (Vol.5, No. 3)Publication Date: 2014-03-25
Authors : ANANTHAYYA M.B.; PREMA KUMAR W. P.;
Page : 117-123
Keywords : Iaeme Publication; IAEME; Civil; Engineering; IJCIET;
Abstract
In this work, the effects of steel fibers and partial replacement of sand by iron ore tailings (IOT) on the compressive and splitting tensile strength of concrete are experimentally studied. The mix proportions used for concrete are 1:1.43:2.94. The percentages of steel fibers by weight of cement used were 0.0, 0.5, 0.7, 0.9, 1.0, 1.2, 1.4, 1.6, 1.8 and 2.0. The sand replacement (by IOT) percentages used were 0, 5, 10, 20, 25, 30 and 35.C ompressive strength tests were conducted on 150 mm size concrete cubes and splitting tensile strength tests on 150 mm diameter and 300 mm length concrete cylinders as per Bureau of Indian Standard s specifications.
Other Latest Articles
- EVALUATION OF DETACHED BREAKWATER SYSTEM AND GROYNES FOR SUSTAINING THE COASTLINES
- NEURAL NETWORK MODEL FOR DESIGN OF ONE-WAY R.C.C SLABS USING GA/BPN
- DYNAMIC AND PUSHOVER ANALYSIS OF THREE DIMENSIONAL MODELS OF BUILDINGS FOR RIGID FLOOR DIAPHRAGM IDEALIZATION USING ETAB
- THE INFLUENCE OF ORGANIC SOLUTES ON THE GEOTECHNICAL PROPERTIES OF EXTREMELY PLASTIC CLAYEY SOILS
- EXPERIMENTAL PERFORMANCE OF FLEXURAL BEHAVIOR OF FERROCEMENT SLAB UNDER CYCLIC LOADING
Last modified: 2016-06-07 23:01:26