Micro- and Macro-scale Mechanical Properties of Meta-cherts as Concrete Aggregates

被引:4
|
作者
Maekawa, Koki [1 ]
Wang, Wei [2 ]
Samouh, Hamza [3 ]
Ishikawa, Shunsuke [4 ]
Kontani, Osamu [4 ]
Ohkubo, Takahiro [5 ]
Murakami, Kenta [6 ]
Suzuki, Kiyoteru [7 ]
Maruyama, Ippei [1 ,2 ]
机构
[1] Nagoya Univ, Grad Sch Environm Studies, Nagoya, Japan
[2] Univ Tokyo, Grad Sch Engn, Tokyo, Japan
[3] Univ Illinois, Dept Civil & Environm Engn, Champaign, IL USA
[4] Kajima Corp, Nucl Power Dept, Tokyo, Japan
[5] Chiba Univ, Grad Sch Engn, Chiba, Japan
[6] Univ Tokyo, Grad Sch Engn, Tokyo, Japan
[7] Mitsubishi Res Inst Inc, Societal Safety & Ind Innovat Div, Tokyo, Japan
关键词
THERMAL-EXPANSION; ROCK; RADIATION; NEUTRON;
D O I
10.3151/jact.21.284
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the measurement of the tensile strength, Young's modulus, and linear coefficient of thermal expansion in a meta-chert. Two areas are targeted in this aggregate -a white area where quartz grains are densely compacted and a gray area where the quartz grains are coarser. The macro-and micro-scale data are compared. Young's modulus is not significantly different between macro-scale compression and micro-scale tension loading in the white region. Macro-scale splitting and micro-scale direct tensile strengths exhibit similar bimodal behavior due to the failure mechanisms of these two distinct areas. The macro-and micro-scale coefficients of thermal expansion are similar for the gray region, reflecting the quartz nature. Conversely, the micro-scale coefficient of thermal expansion of the white area shows a different behav-ior.
引用
收藏
页码:284 / 293
页数:10
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