4.本研究透水試驗結果顯示，滲透係數皆符合日本規範要求（≧0.01cm/sec）。活性粉多孔隙混凝土有明顯之路面紋理深度，有助於提供路面良好之抗滑能力。磨耗試驗結果顯示，活性粉多孔隙混凝土具有良好之抵抗顆粒飛散脫落能力。 The low strength of porous concrete due to high air voids results in limited application. Reactive powder concrete (RPC), on the other hand, has superior compressive and flexural strength. Reactive powder porous concrete (RPPC) combines the unique characteristics of both porous concrete and RPC, and could become an alternative material for the rigid pavement. Waste glass can be fully recycled. Recycle use of waste glass can save energy and help to protect our environment. Use of ground granulated blast furnace slag (ggbfs) in concrete as replacement of cement can lower the cost and retard the increase of carbon dioxide. This study was conducted to evaluate the substitute ratios of waste glass and ggbfs as replacements of silica sand and cement, respectively, when the strength and air voids criteria were met. Various laboratory test methods were utilized in this study to examine mechanical properties of RPPC specimens. Based on the results of laboratory tests, major conclusions of this study were summarized as follows: 1.The slumps of waste glass RPPC were lower than that of control group due to finer particle size of waste glass and fixed water content. RPPC with ggbfs, however, exhibited higher workability with increasing ggbfs content. 2.The 9(8)- creased with increasing waste glass content. Compressive and flexural strengths of RPPC were substantially improved when ggbfs were used. 3.The highest substitute ratios of waste glass and ggbfs were found to be 30% and 50％, respectively. Three groups in this study with flexural strengths≧52 kg/cm2 and air voids≧15% were: B50%, G30%+B30% and G30%+B50%. 4.Results of the permeability and British Pendulum tests showed that RPPC specimens had good drainage (≧0.01cm/sec) and skid resistance. Cantabro abrasion test results showed that RPPC specimens also had good abrasion resistance.