This paper, which reports on part of a three year research project into wet-process sprayed mortars
and concretes for repair, investigates the hardened performance of wet process sprayed mortars. Seven
commercially available pre-packaged repair mortars were pumped and sprayed through a worm
pump, three through a piston pump and two through a dry spray machine. A laboratory designed
mortar was also worm and piston pumped. The properties measured included compressive and flexural
strength, tensile bond strength, hardened density, modulus of elasticity, air permeability, sorptivity and
drying and restrained shrinkage. In-situ test specimens were extracted from 500mmx500mmx100mm
deep sprayed panels. Tests were also conducted on corresponding cast specimens and, where possible,
on specimens that had been sprayed directly into a cube or beam mould. A new test to quantify the
degree of reinforcement encasement has been developed and an initial investigation into the
measurement of the restrained shrinkage of in-situ repairs is presented. The compressive and flexural
strengths of the laboratory mix were comparable with the best of the commercially available preblended
mortars. The values for modulus of elasticity, when compared with the compressive strength,
were lower than published formulas for this relationship would suggest, especially at lower strengths.
The air permeability of most of the mortars was lower than that for normal wet-cured concrete and
decreased with an increase in compressive strength. The sorptivity values showed no clear relationship
with the compressive strength. The type of wet-process pump was found to have little effect on the insitu
compressive and flexural strengths, but did affect the bond strength, although mainly due to the
stream velocity and w/c ratio rather than the pumping process. The pump type also effected the
reinforcement encasement with higher stream velocities producing better encasement. The mixes
exhibited a wide range of drying shrinkage, but the data from the restrained specimens suggest an
actual repair is influenced as much by ambient conditions as it is by the mix proportions.
History
School
Architecture, Building and Civil Engineering
Citation
AUSTIN, S.A., ROBINS, P.J. and GOODIER, C.I., 2000. The performance of hardened wet-process sprayed mortars. Magazine of Concrete Research, 52(3), pp. 195–208.