CAJ | 학술논문

结合怀通高速公路的工程实践，研究了粗骨料少粉料密实型水泥稳定碎石基层材料的体积性能指标、强度指标、刚度指标、收缩系数、抗裂指标进行了深入的试验研究，试验研究结果表明：骨架抗裂型级配水泥稳定碎石比悬浮型级配相比，具有更密实、强度更好、收缩性能好、抗裂性更强的特点。并且减少裂缝、节约造价。同时本文还结合怀通高速公路工程实践，对骨架抗裂型水泥稳定碎石基层的施工关键技术进行了研究。
결합부통고속공로적공정실천，연구료조골료소분료밀실형수니은정쇄석기층재료적체적성능지표、강도지표、강도지표、수축계수、항렬지표진행료심입적시험연구，시험연구결과표명：골가항렬형급배수니은정쇄석비현부형급배상비，구유경밀실、강도경호、수축성능호、항렬성경강적특점。병차감소렬봉、절약조개。동시본문환결합부통고속공로공정실천，대골가항렬형수니은정쇄석기층적시공관건기술진행료연구。
Combined with the engineering practice of Huai-tong expressway,volume performance, strength,stiffness index,coefficient of shrinkage,crack resistance index of the coarse aggregate less powder dense cement stabilized macadam were studied deeply.The result of the study shows:The skele-ton crack gradation cement stabilized macadam gradation compared with suspension type gradation is more compact,with better strength,shrinkage,crack resistance performance features.And reduce the crack, save the cost.At the same time,this paper also combines with the highway engineering practice,key construction technology of skeleton crack resistance of cement stabilized macadam base are studied.