Table 3 Axial compressive properties of LSRC.
From: Axial compression stress-strain relationship of lithium slag rubber concrete
Specimen number | fc/MPa | Δ1/% | εc/10− 3 | Δ2/% | Ec/GPa | Δ3/% |
|---|---|---|---|---|---|---|
L0R0 | 21.63 | 0.00 | 2.06 | 0.00 | 29.34 | 0.00 |
L10R0 | 24.51 | + 13.31 | 2.12 | + 2.91 | 30.28 | + 3.20 |
L0R10 | 16.46 | − 23.90 | 2.26 | + 9.71 | 22.41 | − 23.62 |
L10R5 | 20.46 | − 5.41 | 2.19 | + 6.31 | 26.02 | − 11.32 |
L10R10 | 18.59 | − 14.05 | 2.48 | + 20.39 | 23.45 | − 20.07 |
L10R15 | 13.61 | − 37.08 | 3.16 | + 53.40 | 19.48 | − 33.61 |
L20R10 | 20.01 | − 7.49 | 2.65 | + 28.64 | 23.96 | − 18.34 |
L30R10 | 14.49 | − 33.01 | 2.24 | + 8.74 | 20.88 | − 28.83 |
Note: “+”represents an increase, “− ”represents a decrease. | ||||||
