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Grouts for backfilling of tunnels and for filling wallfooting gaps are taken up, and together with explaining the mechanisms of their flows in pipes, a rubbing resistance measurement apparatus is experimentally devised with the objective of obtaining fundamental data on pipe flow of concrete. The flow of grout is analyzed theoretically and experimentally, and a flow prediction formula is proposed. Grout is also pumped through a straight, horizontal pipeline to determine the viscous friction coefficient and adhesion of the grout, while horizontal and vertical bent pipes are used to study pressure losses in bent pipes to provide information useful in planning pipelines for pumping grout.

STUDY ON GROUT FLOW IN PIPE WITH SLIDING AT WALL