Influence of Steel Fiber on Durability Performance of Concrete under Freeze-Thaw Cycles

Table 6

Amount of absorbed water of the samples corresponding to different times.

FTCs	Types	Square root of time (h^0.5)
		1.0	2.0	4.9	9.8	13.0
0	PC	1469	1960	2865	3271	3437
	SFRC20	950	1441	2359	3209	3404
	SFRC40	925	1413	2320	2998	3118
	SFRC60	875	1359	2209	3033	3204
25	PC	3115	4336	6238	6494	6671
	SFRC20	1330	2441	4278	5205	5366
	SFRC40	1384	2180	3642	4456	4584
	SFRC60	1120	1660	2893	4129	4436
50	PC	3169	4690	7897	10608	11366
	SFRC20	1846	2851	4547	6136	6790
	SFRC40	1636	2585	4255	5210	5334
	SFRC60	1259	2057	3687	4971	5084
75	PC	4405	7503	13392	13827	14099
	SFRC20	4149	6284	11573	13131	13156
	SFRC40	1846	2851	4547	6136	6790
	SFRC60	1420	2410	4200	5780	6120
100	PC	8744	14491	16164	17011	17460
	SFRC20	6059	8932	14622	15227	15256
	SFRC40	4324	6958	12009	12661	12702
	SFRC60	2631	4254	6445	6731	6918