Abstract
The most important environmental constraints at the present timeis the accumulation of glass waste (transparent glass bottles). A lot ofexperiments and research have been made on waste and recyclingglass to get use it as much as possible. This research using recyclingof locally waste colorless glass to turn them into raw materials asalternative of certain percentages of cement to save the environmentfrom glass waste and reduce some of the disadvantages of cementwith conserving the mechanical and physical properties of concretemade. A set of required samples were prepared for mechanical testwith different weight percentage of waste glass (2%, 4%, 5%, 6%,8%, 10%, 15%, 20% and 25%). American standard for calibration(ASTM C109 / C109M-02) to measure the compressive strengthwhere the results showed that the Maximum compressive strengthwas obtained at the low weight percentage replacement 2%, 4% and5% 6% which is 67.12, 69.24, 62.56 and 59.96 Mpa respectively. fororiginally mix recorded bending resistance (54.16) Mpa.
Highlights
Cement is ceramic materials [1]
American standard for calibration (ASTM C109 / C109M-02) to measure the compressive strength where the results showed that the Maximum compressive strength was obtained at the low weight percentage replacement 2%, 4% and 5% 6% which is 67.12, 69.24, 62.56 and 59.96 Mpa respectively. for originally mix recorded bending resistance (54.16) Mpa
The compressive strength for sample have small amount of waste glass is close to the control mix as shown in Table 8 and this can be attributed to reactions material pozzalanic ground glass that appear to speed up the time sclerosis with the passage of time and help to improve the madder bending
Summary
Cement (cement Portland) is ceramic materials [1]. The importance of ceramic materials in the possession of a high melting points and good mechanical properties and chemical and the provide first-hand in most parts of the world [2,3]. A set of required samples were prepared for mechanical test with different weight percentage of waste glass (2%, 4%, 5%, 6%, 8%, 10%, 15%, 20% and 25%). American standard for calibration (ASTM C109 / C109M-02) to measure the compressive strength where the results showed that the Maximum compressive strength was obtained at the low weight percentage replacement 2%, 4% and 5% 6% which is 67.12, 69.24, 62.56 and 59.96 Mpa respectively.
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