摘要
以粉煤灰作为掺合料、低水灰质量比/水胶质量比的高性能混凝土为试验对象,对不同水灰质量比/水胶质量比和不同掺入量,从成型到180 d龄期内的抗压强度、弹性模量以及收缩(自收缩、单面干燥条件下的总收缩)的混凝土时效性能进行试验研究。研究成果可为工程施工提供参考。
Experiments were carried out, which were focused on studying the effects of fly ash replacement content and water- to- cementitious mass ratio on the time - dependent compressive strength, elastic modulus and shrinkages of concretes cured for a period from curing to 180 d after curing. Reliability and validity of the design was proved by a series of trail took action in local.
出处
《铁道科学与工程学报》
CAS
CSCD
北大核心
2008年第1期21-27,共7页
Journal of Railway Science and Engineering
基金
国家自然科学基金资助项目(50678064)
湖南省建设厅重点资助项目(20040316)
关键词
混凝土
粉煤灰
抗压强度
弹性模量
收缩
concrete
fly ash
compressive strength
elasticmodulus
shrinkage