Three typographical errors appeared in this paper when it was published in Structures and Buildings 165(3): 127–138, http://dx.doi.org/10.1680/stbu.2012.165.3.127.
The second author's first name should have been given as Ravindra K. Dhir.
Two values in Table 3 were incorrect, the table with corrected values (emboldened) appears below.
Study details and comparison of maximum pressures with respect to hydrostatic pressures for SCCs (selective literature)
| Reference | Element no. and type | Pour height: m* | Additions or fillers in SCC | Slump flow: mm | Concrete rate of rise: m/h | Maximum pressure: kN/m2 | Maximum pressure/hydrostatic pressure: % |
|---|---|---|---|---|---|---|---|
| Bernabeu (2000) | 8W | 2·1–7·5 | LS | 620–800 | 6·0–120·0 | 32·5–111·5 | 29–100 |
| 5C | 2·2–5·0 | LS | 580–890 | 10·0–150·0 | 46·0–114·5 | 83–100 | |
| 3C | 5·0 | LS | 720–890 | 11·0–60·0 | 110·5–120·5 | 96–105 | |
| Proske and Graubner (2002) | 5C | 4·0 | FA | 550–750 | 25–60 | 40·0–90·0 | 43–97 |
| Billberg (2003) | 7W | 2·9 | LS | 650–780 | 0·8–2·3 | 12·5–49·5 | 34–77 |
| Leemann and Hoffmann (2003) | 3C | 2·6 | FA | 570–660 | 8·0 | 50·5–52·0 | 87–90 |
| 1W | 3·9 | FA‡ | 700 | 18·8 | 97·0 | 110 | |
| Vanhove et al. (2004) | 1C | 10·4 | LS | 700 | 10·3 | 175·5 | 74 |
| 1C | 10·4 | LS | 700 | 24·0 | 188·5 | 80 | |
| Fedroff and Frosch (2004) | 2W | 3·4 | FA | 660–710 | 1·2 | 21·0, 26·0 | 34, 37 |
| Tejeda-Dominguez et al. (2005) | 1W | 7·9 | FA | 600–740 | 1·2 | 38·5 | 24 |
| 1C | 2·9 | FA | 600–740 | 18·3 | 54·5 | 79 | |
| Assaad and Khayat (2006) | 2C | 2·8 | FA/SF | 540, 745 | 10·0 | 49·5, 58·0 | 88, 94 |
| Cauberg and Desmyter (2007) | 3C | 3·8 | NA | 685–810 | 10·0 | 69·0–85·0 | 85–97 |
| Reference | Element no. and type | Pour height: m* | Additions or fillers in SCC | Slump flow: mm | Concrete rate of rise: m/h | Maximum pressure: kN/m2 | Maximum pressure/hydrostatic pressure: % |
|---|---|---|---|---|---|---|---|
| Bernabeu (2000) | 8W | 2·1–7·5 | LS | 620–800 | 6·0–120·0 | 32·5–111·5 | 29–100 |
| 5C | 2·2–5·0 | LS | 580–890 | 10·0–150·0 | 46·0–114·5 | 83–100 | |
| 3C | 5·0 | LS | 720–890 | 11·0–60·0 | 110·5–120·5 | 96–105 | |
| Proske and Graubner (2002) | 5C | 4·0 | FA | 550–750 | 25–60 | 40·0–90·0 | 43–97 |
| Billberg (2003) | 7W | 2·9 | LS | 650–780 | 0·8–2·3 | 12·5–49·5 | 34–77 |
| Leemann and Hoffmann (2003) | 3C | 2·6 | FA | 570–660 | 8·0 | 50·5–52·0 | 87–90 |
| 1W | 3·9 | FA‡ | 700 | 18·8 | 97·0 | 110 | |
| Vanhove et al. (2004) | 1C | 10·4 | LS | 700 | 10·3 | 175·5 | 74 |
| 1C | 10·4 | LS | 700 | 24·0 | 188·5 | 80 | |
| Fedroff and Frosch (2004) | 2W | 3·4 | FA | 660–710 | 1·2 | 21·0, 26·0 | 34, 37 |
| Tejeda-Dominguez et al. (2005) | 1W | 7·9 | FA | 600–740 | 1·2 | 38·5 | 24 |
| 1C | 2·9 | FA | 600–740 | 18·3 | 54·5 | 79 | |
| Assaad and Khayat (2006) | 2C | 2·8 | FA/SF | 540, 745 | 10·0 | 49·5, 58·0 | 88, 94 |
| Cauberg and Desmyter (2007) | 3C | 3·8 | NA | 685–810 | 10·0 | 69·0–85·0 | 85–97 |
* Height from top of element to lowest pressure measurement point; C: column; W: wall (using CIRIA 108 definition).
‡ Involved a retarder.
Shaded areas: Pumping from below, except one case (Bernabeu, 2000) when the discharge pipe was kept under SCC level during the pour.
SF: silica fume; NA: information not available.
