Table 7 Fitting parameters of rheological model for different types of mortar.

From: Prediction of the rheological properties of mortar compounded with desert sand and Pisha sandstone ceramic sand based on density-form coupling

Mortar types

BingHam model

Herschel-Bulkley model

\(\tau_{0}\)

\(\eta\)

R2

\(\tau_{0}\)

K

n

\(\eta\)

R2

SS

623.49

7.94

0.9985

622.32

8.22

0.99

7.94

0.9971

LS5

480.45

9.23

0.9920

530.89

1.45

1.48

7.43

0.9969

LS10

431.18

6.32

0.9603

493.01

0.03

2.41

3.83

0.9962

LS15

397.32

5.67

0.9302

461.85

0.002

3.14

3.30

0.9893

LS20

324.06

3.01

0.7811

361.93

1.43E-5

4.30

1.43

0.9939

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