Experimental Study on Performance of Gap Graded Concrete using Partial Replacement of Titanium Dioxide and Msand
Journal: International Journal of Trend in Scientific Research and Development (Vol.3, No. 2)Publication Date: 2019-21-1
Authors : Angel Benish M Uma Nambi J;
Page : 852-857
Keywords : Gap graded concrete; M sand; Titanium dioxide; compressive strength; permeability;
Abstract
This paper reports an experimental investigation on the development of Gap graded concrete providing the optimal combination of strength and water permeability using M sand and admixtures. In this study, the Gap graded concrete is obtained by removing the fine aggregate wholly 0 , 5 , 10 and 15 of replacing coarse aggregate with M sand. The titanium dioxide is used as partial replacement to cement to study its behavior on mechanical properties of Gap graded concrete. Gap graded concrete trial mixes with different size of aggregate, with and without fine aggregates. Tested for its mechanical properties such as compressive strength, water permeability, and porosity. Gap graded concrete is a porous concrete which allows water and air to pass through it. The Gap graded concrete specimen of cube size of 150mm x 150mm x 150mm and they were cured in water for the period of 7, 14, 28 days. The compressive strength test and permeability is done in laboratory after curing. Then the compressive strength of Gap graded concrete is compared to the compressive strength of M20grade of concrete. Angel Benish M | Uma Nambi J "Experimental Study on Performance of Gap Graded Concrete using Partial Replacement of Titanium Dioxide and Msand" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-2 , February 2019, URL: https://www.ijtsrd.com/papers/ijtsrd21515.pdf
Other Latest Articles
- Prevalence of Disabled People in India
- Algebra in Real Life
- Public Perception on the Factors that Affecting Turkish Public Administrators Manager Choice
- Novel Sources of Saccharomyces Species as Leavening Agent in Bread Making
- Analysis of Tunnel Form Building Retrofitted with CFRP using Finite Element Method
Last modified: 2019-05-22 19:35:14