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The phenomenological description of the thixotropic behaviour of fresh cement pastes

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Abstract

The present work reports an investigation on the rheological behaviour of fresh cement pastes. Three types of Portland cement were used. The water/cement ratio was varied in the range 0.35 ÷ 0.40. The rheological tests were performed using the coaxial-cylinder viscometer Rotovisko-Haake RV 11. The material to be tested was subjected immediately after mixing to a constant shear rate until a steady value of shear stress (equilibrium value) was attained. All the pastes tested exhibited a flow behaviour of the partially thixotropic type. A rheological model consisting of a sole constitutive equation\(\tau = \tau (\dot \gamma ,t)\) was defined according to the Cheng and Evans approach. The parameters of the constitutive equation were correlated with the cement specific surface and the water/cement ratio.

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Abbreviations

a, b :

constants of eq. (20)

A, C :

constants of the vom Berg model; see eq. (13)

A b :

break-down area

C V :

solid concentration

d :

distance parameter

K 1,K 2 :

rate constants

p, q :

orders of the rate equation

s :

mean square relative deviation

S vB :

specific surface related to the volume

t :

time

t t :

characteristic time

w/c :

water/cement ratio

α 1,α 2 :

constants of the Shangraw model; see eq. (14)

\(\dot \gamma \) :

shear rate

η :

viscosity

η :

viscosity at infinite shear rate

Γ :

constant of the Williamson model; see eq. (17)

λ :

structural parameter

λ e :

equilibrium structural parameter

τ :

shear stress

τ e :

equilibrium shear stress

τ f :

yield stress; constant of eq. (13)

τ max :

initial maximum shear stress

τ 0 :

yield stress

0:

structural levelλ = 0

References

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Lapasin, R., Papo, A. & Rajgelj, S. The phenomenological description of the thixotropic behaviour of fresh cement pastes. Rheol Acta 22, 410–416 (1983). https://doi.org/10.1007/BF01333772

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