CAJ | 학술논문

基于《自密实混凝土应用技术规程》（JGJ/T 283-2012）推荐的配合比设计方法，采用地方材料，成功配制出了强度等级为C50-C60的自密实高性能混凝土。在此基础上，进一步试验研究所配制的自密实高性能混凝土的单轴受压应力-应变曲线，重点考察自密实高性能混凝土的应力-应变曲线特征、峰值应变和泊松比等。研究结果为自密实高性能混凝土的实际应用提供了一定的参考依据。
기우《자밀실혼응토응용기술규정》（JGJ/T 283-2012）추천적배합비설계방법，채용지방재료，성공배제출료강도등급위C50-C60적자밀실고성능혼응토。재차기출상，진일보시험연구소배제적자밀실고성능혼응토적단축수압응력-응변곡선，중점고찰자밀실고성능혼응토적응력-응변곡선특정、봉치응변화박송비등。연구결과위자밀실고성능혼응토적실제응용제공료일정적삼고의거。
On the basis of the mix proportioning method recommended by Technical Specification for Application of Self-Compacting Concrete (JGJ/T 283-2012)and using the local materials,self-compacting concrete with strength grades of C50-C60 are successfully produced. Some basic mechanical properties of the concrete such as the stress-strain curve in uniaxial compression,the peak strain and the Poisson’s ratio are further experimentally determined. This study provides some useful basis for encouraging the practical application of self-compacting high performance concrete.