Table 1 Test program.
From: Experimental Observation on Variation of Rheological Properties during Concrete Pumping
Designation of test | Testing year and site | Pipe length (m) | Design strength (MPa) | Measurement items |
|---|---|---|---|---|
T1-S60 | 2018 Myongji Univ. South Korea | 116 | 60 | Pipe pressure Slump or slump flow Rheological property Temperature Air content |
T2-S60 T2-S80HV T2-S80LV T2-S100 | 2017 Eumseong South Korea | 389 | 60 80 80 100 | |
T3-S24 | 2017 Eumseong South Korea | 514 | 24 | |
T4-S24 T4-S27 T4-S30 T4-S80 | 2016 Myongji Univ. South Korea | 337 | 24 27 30 80 | |
T5-S100 | 2016 Eumseong South Korea | 540 | 100 | |
T6-L200-S50 T6-L400-S50 T6-L600-S50 T6-L1000-S50 | 2012 Mokpo South Korea | 200 400 600 1000 | 50 | |
T7-S30 T7-S50 T7-S80 | 2010 Yongin South Korea | 548 (3.6 m discharge) | 30 50 80 |