Strength development of cement-treated sand using different cement types cured at different temperatures

被引:6
|
作者
Ho, Lanh Si [1 ,2 ]
Nakarai, Kenichiro [2 ]
Eguchi, Kenta [2 ]
Sasaki, Takashi [3 ]
Morioka, Minoru [3 ]
机构
[1] Univ Transport Technol, Geotech Engn & Artificial Intelligence Res Grp GE, 54 Trieu Khuc, Hanoi, Vietnam
[2] Hiroshima Univ, Dept Civil & Environm Engn, Grad Sch Engn, 1-4-1 Kagamiyama, Higashihiroshima, Hiroshima 739527, Japan
[3] Denka Co Ltd, Cement & Special Cement Addit Res Dept, 2209 Oaza Omi, Niigata 9490393, Japan
关键词
Cement-Treated Sand; Compressive Strength; Cement Types; Curing Temperatures; Cement Hydration; Pozzolanic Reaction; MECHANICAL-PROPERTIES; COMPRESSIVE STRENGTH; WATER-CONTENT; CONCRETE; SOILS;
D O I
10.1051/matecconf/201819501006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study aimed to investigate the strength development of cement-treated sand using different cement types: ordinary Portland cement (OPC), high early strength Portland cement (HPC), and moderate heat Portland cement (MPC) cured at different temperatures. The cement-treated sand specimens were prepared with 8% of cement content and cured under sealed conditions at 20 degrees C and 40 degrees C, and mortar specimens were also prepared for reference. The results showed that the compressive strength of cement-treated sand increased in order of MPC, OPC, and HPC under high curing temperatures. It was interesting that the compressive strength of the specimens using HPC was much larger than that of the specimen using OPC and MPC under 20 degrees C due to the larger amount of chemically bound water. Additionally, it was revealed that under high curing temperatures, the pozzolanic reaction was accelerated in the cement-treated sand; this may be caused by the high proportions of sand in the mixtures.
引用
收藏
页数:8
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