Experimental Analysis and Evaluation of the Compressive Strength of Rubberized Concrete During Freeze–Thaw Cycles

Sun, Sheng; Han, Xiaoyan; Chen, Aijiu; Zhang, Qing; Wang, Zhihao; Li, Keliang

doi:10.1186/s40069-023-00592-6

International Journal of Concrete Structures and Materials

Table 4 The measured W_n and F_n (%)

From: Experimental Analysis and Evaluation of the Compressive Strength of Rubberized Concrete During Freeze–Thaw Cycles

Specimens	W₂₅	W₅₀	W₇₅	W₁₀₀	F₀	F₂₅	F₅₀	F₇₅	F₁₀₀
C0	− 0.14	0.19	0.69	2.56	100.00	97.51	92.89	86.02	76.63
R_1-2C1	− 0.15	0.08	0.45	1.68	100.00	98.60	92.63	84.11	77.23
R_1-2C2	− 0.30	− 0.09	0.42	1.32	100.00	98.90	96.24	90.23	80.50
R_1-2C3	− 0.43	− 0.17	0.31	1.00	100.00	99.24	95.61	90.82	85.00
R_1-2C4	− 0.56	− 0.35	0.15	0.80	100.00	98.33	95.91	92.23	86.47
S₅R_1-2C1	− 0.19	0.00	0.42	1.21	100.00	99.00	93.81	88.68	79.04
S₅R_1-2C2	− 0.32	− 0.13	0.28	0.93	100.00	99.31	95.04	91.29	81.52
S₅R_1-2C3	− 0.50	− 0.30	0.12	0.63	100.00	99.10	96.72	92.13	85.19
S₅R_1-2C4	− 0.63	− 0.45	− 0.16	0.41	100.00	98.63	96.77	94.61	88.92
S₁₀R_1-2C1	− 0.16	0.06	0.44	1.41	100.00	98.61	94.82	87.78	78.90
S₁₀R_1-2C2	− 0.31	− 0.05	0.35	1.09	100.00	98.60	95.44	89.40	81.52
S₁₀R_1-2C3	− 0.46	− 0.22	0.20	0.75	100.00	98.8	96.52	91.30	83.00
S₁₀R_1-2C4	− 0.58	− 0.40	− 0.03	0.53	100.00	99.08	96.03	91.10	87.64
R_2-4C1	− 0.14	0.13	0.53	1.79	100.00	98.40	94.22	87.04	77.03
R_2-4C2	− 0.29	0.00	0.42	1.50	100.00	98.55	95.90	90.24	79.12
R_2-4C3	− 0.42	− 0.11	0.32	1.23	100.00	99.00	95.91	91.04	81.36
R_2-4C4	− 0.55	− 0.29	0.27	0.92	100.00	98.80	97.70	92.32	84.54
S₅R_2-4C1	− 0.18	0.06	0.47	1.35	100.00	98.03	93.44	85.53	78.07
S₅R_2-4C2	− 0.30	− 0.08	0.34	1.01	100.00	98.80	96.33	90.26	80.50
S₅R_2-4C3	− 0.44	− 0.22	0.26	0.52	100.00	98.71	94.74	90.45	82.43
S₅R_2-4C4	− 0.59	− 0.38	0.00	0.43	100.00	98.30	96.60	93.43	86.47
S₁₀R_2-4C1	− 0.16	0.09	0.52	1.58	100.00	97.77	93.28	86.26	76.54
S₁₀R_2-4C2	− 0.30	− 0.03	0.38	1.20	100.00	98.50	94.43	87.51	77.39
S₁₀R_2-4C3	− 0.44	− 0.19	0.29	0.94	100.00	99.10	96.34	90.44	81.21
S₁₀R_2-4C4	− 0.57	− 0.34	0.07	0.63	100.00	98.51	95.43	91.00	84.60

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