The performance of hardened wet-process sprayed mortars

Citation
Sa. Austin et al., The performance of hardened wet-process sprayed mortars, MAG CONCR R, 52(3), 2000, pp. 195-208
Citations number
36
Categorie Soggetti
Material Science & Engineering
Journal title
MAGAZINE OF CONCRETE RESEARCH
ISSN journal
00249831 → ACNP
Volume
52
Issue
3
Year of publication
2000
Pages
195 - 208
Database
ISI
SICI code
0024-9831(200006)52:3<195:TPOHWS>2.0.ZU;2-8
Abstract
This paper, which reports on part of a three-year research project into wet -process sprayed mortars and concretes for repair, investigates the hardene d performance of wet-process sprayed mortars. Seven commercially available preblended repair mortars were pumped and sprayed through a worm pump, thre e through a piston pump and two through a dry-spray machine. A laboratory-d esigned mortar was also worm and piston pumped. The properties measured inc luded compressive and flexural strength, tensile bond strength, hardened de nsity, modulus of elasticity, air permeability, sorptivity, and drying and restrained shrinkage. In situ test specimens were extracted from 500 mm x 5 00 mm x 100 mm deep sprayed panels. Tests were also conducted on correspond ing 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 re inforcement encasement has been developed and an initial investigation into the measurement of the restrained shrinkage of in situ repairs is presente d. The compressive and flexural strengths of the laboratory mix were compar able to those of the best of the commercially available preblended mortars. The values for modulus of elasticity, when compared with the compressive s trength, were lower than published formulae for this relationship would sug gest, especially at lower strengths. the air permeability of most of the mo rtars was lower than that for normal wet-cured concrete and decreased with an increase in compressive strength. The sorptivity values showed no clear relationship to the compressive strength. The type of wet-process pump was found to have little effect on the in situ compressive and flexural strengt hs but did affect the bond strength, although this was mainly because of th e stream velocity and w/c ratio rather than the pumping process. The pump t ype also affected the reinforcement encasement, with higher stream velociti es producing better encasement. The mixes exhibited a wide range of drying shrinkage, but the data from the restrained specimens suggest an actual rep air is influenced as much by ambient conditions as it is by the mix proport ions.