Punching Behaviour of Reinforced Concrete Footings at Testing and According to Eurocode 2 and fib Model Code 2010

International Journal of Concrete Structures and Materials

Table 1 Overview of previous experiments on column footings.

Author	Year	Type of support	Number of tested footings	Geometry of footing
Author	Year	Type of support	Number of tested footings	Shape	Dimension (mm)	Effective depth (mm)
Simões et al. (2016)	2016	Surface	8	Square	1950 and 2120	497–516
Kumer and Hoque (2015)	2015	Stabilized ground	1	Square	1524	212
Siburg and Hegger (2014)	2014	Surface	13	Square	1200–2700	400–590
Urban et al. (2013)	2013	Line	9	Octagonal	1948–2344	118–318
Hegger et al. (2006, 2007, 2009)	2005–2009	Sand in the box/surface	22	Square	900–1800	150–470
Timm (2003)	2003	Line	10	Square	760–1080	172–246
Hallgren et al. (1998)	1998	Line/Surface	14	Square and circular	850–960	273–278
Dieterle and Rostasy (1987)	1987	Surface	13	Square	1500–3000	320–800
Kordina and Nölting (Hegger et al. 2009)	1981	Surface	11	Rectangular	1500–1800	193–343
Dieterle and Steinle (1981)	1981	Surface	6	Square	1800–3000	700–740
Rivkin (1967)	1967	Surface/clay and sand	3/6	Square	650 and 1000	95
Richart (Hegger et al. 2009)	1948	Spring	149	Square and circular	610–3000	200–740
Talbot (1913)	1913	Spring	20 (in punching)	Square	1520	250