Advances in Civil Engineering / 2018 / Article / Tab 9

Research Article

Experimental and Theoretical Study of a New Technique for Mixing Self-Compacting Concrete with Marble Sludge Grout

Table 9

Marsh funnel flow time and equivalent viscosity of different MSGs.

Grout referenceWater/sludgeDensity, ρg (g/cm3)Marsh funnel flow time (s)Equivalent viscosity, μe (MPa·s)Comment
GroutGrout with superplasticizer

MSG10.61.6246Stuck
MSG20.81.524537486Normal flow
MSG311.453733384Normal flow
MSG41.21.3953230320Normal flow
MSG51.41.353028.8290Normal flow
MSG61.61.292928267Normal flow
MSG71.81.2228.527.5248Normal flow
MSG821.162827232Normal flow

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