An　eco-friendly　polyvinyl　alcohol　(PVA)　fiber-reinforced　ultra-high-strength　concrete　(PFR-UHSC)　was　designed　and　mixed　to　evaluate　its　static　and　dynamic　mechanical　properties　in　this　study.　A　lower　water-to-binder　ratio　of　0.22　and　a　superplasticizer　were　used　to　guarantee　the　performance　of　PFR-UHSC,　while　several　industrial　by-products　were　involved　to　reduce　the　negative　environmental　impact　of　concrete.　Four　volume　fraction　of　PVA　fibers　(V-f=0,　0.5,　1.0,　and　1.5%)　were　included　in　the　experiment　and　steel　fiber-reinforced　ultra-high-strength　concrete　(SFR-UHSC)　with　V-f=1.0%　was　also　tested　as　a　comparison.　Experiment　results　show　that　although　less　ductile　than　SFR-UHSC,　PFR-UHSC　exhibits　relatively　good　ductility,　toughness,　and　deformability　under　static　loadings.　Namely,　splitting　tensile　and　flexural　strengths　as　well　as　flexural　toughness　of　PFR-UHSC　are　significantly　improved　by　the　incorporation　of　PVA　fibers　while　no　obvious　variation　is　viewed　for　Young＇s　modulus.　And　even,　the　compressive　strength　of　PFR-UHSC　decreases　slightly　with　the　increasing　PVA　fiber　dosage.　When　subjected　to　dynamic　loadings　with　lower　strain　rates,　PFR-UHSC　displays　a　better　performance　than　SFR-UHSC　in　terms　of　failure　patterns,　while　a　reverse　behavior　is　observed　for　high　strain　rate.　Affected　by　introduction　of　PVA　fiber,　the　enhancement　of　strain　rate　for　compressive　strength　of　PFR-UHSC　is　lower　than　that　for　ordinary　concrete　but　higher　than　that　for　SFR-UHSC.　Besides,　although　having　a　slightly　lower　compressive　toughness,　the　energy　absorption　capacity　of　PFR-UHSC　is　similar　to　that　of　SFR-UHSC.