Dowel Behavior of Rebars in Small Concrete Block for Sliding Slab Track on Railway Bridges

Table 5

Test/prediction ratio on the maximum dowel force.

Specimen	Soroushian et al.	Randl (detailed)	Randl (simple)	MC10
NC-N13-200	1.86	1.52	1.42	1.49
NC-N19-150	0.98	0.81	0.75	0.79
NC-N19-200	1.06	0.88	0.81	0.85
NC-N19-250	1.16	0.96	0.89	0.93
NC-N25-200	0.83	0.70	0.63	0.66
NC-H13-200	1.75	1.58	1.42	1.49
NC-H19-200	0.97	0.87	0.79	0.82
NC-H25-200	0.73	0.66	0.59	0.62
HC-N13-200	2.68	1.49	1.64	1.73
HC-N19-200	1.23	0.69	0.72	0.75
HC-N25-200	1.08	0.61	0.61	0.64
HC-H13-200	2.03	1.27	1.28	1.34
HC-H19-150	1.30	0.80	0.80	0.83
HC-H19-200	1.35	0.83	0.83	0.87
HC-H19-250	1.23	0.76	0.76	0.79
HC-H25-200	0.91	0.57	0.55	0.57
NC-N19-200-2	1.13	0.94	0.86	0.90
NC-N19-200-2.5	1.30	1.08	0.99	1.04
Average	1.31	0.95	0.91	0.95
CoV	0.36	0.33	0.34	0.34