Abstract:At present, when processing the waste glass, people usually adopted the method of the landfill in our country, which causes environmental pollution and resource waste. In order to achieve the recycling of waste glass, the natural coarse aggregate, fine aggregate in concrete and some gel material made by cement powder waste was replace by broken waste glass to be made into standard specimens. Then the relationship between waste glass content and waste glass concrete performance and the compressive strength according to the standard test method under the condition of testing mechanics and performance of glass concrete specimen with different dosage of glass particles is discussed. At the same time, the effects of age on the strength of glass concrete are tested. According to the study, it is found that the incorporation of glass aggregates in concrete leads to a loss of mechanical performance, though this is not significant in optimal waste glass replacement of the natural aggregates. And when regarding the mechanical strength and waste glass substitution rate as the index, the optimal waste glass replacement ratio of recycled concrete which are as follows: 25% coarse aggregate of waste glass, 25% fine aggregate of waste glass, 0% glass powder. Under the condition of optimum replacement rate, the performance of waste glass concrete is better than the reference concrete. When using 75 um glass particle to replace concrete cement, the glass concrete properties is reduced. However, when the replacement amount is less than 10%, less influence would be exerted on the strength of the specimens. The experimental result shows that it is feasible to replace natural aggregate of the concrete with the waste glass particles in a certain proportion and it provides parameters for the glass concrete application in engineering.