CAJ | 학술논문

骨料种类、级配、最大粒径、粒形及砂率均能影响超高强混凝土的工作性能和抗压强度。试验结果表明，选用最大粒径为16mm且10~16mm碎石占70%的卵碎石为骨料，采取40%的砂率配制的自密实混凝土标准试块90d抗压强度能达到145.8MPa。
골료충류、급배、최대립경、립형급사솔균능영향초고강혼응토적공작성능화항압강도。시험결과표명，선용최대립경위16mm차10~16mm쇄석점70%적란쇄석위골료，채취40%적사솔배제적자밀실혼응토표준시괴90d항압강도능체도145.8MPa。
Workability and compressive strength of ultra-high strength concrete (UHSC) can be affected by aggregate type, aggregate gradation, aggregate maximum grain size, grain shape and sand ratio. Results show that UHSC has the workability of self-compacting and achieves 145.8MPa compressive strength at 90 days when choosing pebbles whose maximum size is 16mm and with 70% content of 10~16mm in size single-particles as coarse aggregate and 40% sand ra-tio.