Estimation of the Pumping Pressure from Concrete Composition Based on the Identified Tribological Parameters
Table 3
(a) Comparison between the interface yield stress calculated by the model and that measured by the tribometer in the first test program. (b) Comparison between the interface yield stress calculated by the model and that measured by the tribometer in the second test program.
(a)
Concretes
W/C
A/S
(m3)
Slump (cm)
Series 1: influence of cement paste volume ()
B11
0.5
1.2
0.378
21
212.3
48.3
229.2
43.9
B12
0.354
19
275.6
57.1
276.5
50.2
B13
0.329
15
349.1
60.3
385.6
62.9
B14
0.308
13
420.4
64.3
481.6
69.3
Series 2: influence of water/cement ratio (W/C
B21
0.55
1.2
0.378
23
163.6
25.2
168.1
37.5
B22
0.5
21
212.3
48.3
229.2
43.9
B23
0.45
18
411.0
64.2
376.3
53.4
B24
0.4
11
882.8
79.5
917.0
75.6
Series 3: influence of aggregates/sand ratio (A/S)