@article{oai:mie-u.repo.nii.ac.jp:00006363,
 author = {月岡, 存 and Tsukioka, Susumu},
 journal = {三重大學農學部學術報告 = The bulletin of the Faculty of Agriculture, Mie University},
 month = {Mar},
 note = {application/pdf, This paper deals with an experimental study on the creep of concrete at early ages. In the experiments, using the compressive creep test machine, the specimens of concrete with various mix proportions were loaded during 5days. 
The summary of the results the is shown below. 
Here Cp are creep strain per unit stress. 
1. Cp of loaded concrete after 2 days, were greater than that of loaded concrete after 7 days. 
2. The values of Cp of concrete were different, according to the variety of aggregates.
3. Cp of concrete with water cement ration of 70 percent were greater than concrete with 55 percent ratio.
4. Cp of concrete with large slump (or water volume per unit volume) were greater than concrete with small slump. 
5. Cp of AE concrete were greater than that of plain concrete. 
6. Strong and negative correlations were observed between Cp and compressive strength of concrete, and between Cp and modulus of elasticity of concrete.},
 pages = {41--46},
 title = {初期材令コンクリートのクリープに関する研究 (I)},
 volume = {68},
 year = {1984}
}