Proposition of Thin-Layer Repairing Methods Using Low-Elasticity Polymer Portland Cement Materials and Glue and Study on the Fatigue Resistance of Reinforced Concrete Slab

Table 6

The number of equivalent cycles and the reinforced equivalent running number used.

		RC-U-36	RC-UF-45
RC slab		7,865,598	7,865,598
Primary repair (wet state)	Equivalent runs, number of times	1,685,974	3,685,775
	Reinforcement effect	—	2.2
Secondary repair (wet state)	Equivalent runs, number of times	1,621,127	3,250,670
	Reinforcement effect	—	2.0
Tertiary repair (dry state)	Equivalent runs, number of times	10,493,077	42,350,384
	Reinforcement effect	—	4.0
Total until tertiary repair	Equivalent runs, number of times	21,665,776	57,152,427
	Reinforcement effect	—	2.64