ABSTRACT

Abstract Polymer-modified mortars using an unsaturated polyester resin (UP) are prepared

with various mix proportions by two mixing methods, given three types of curings,

and tested for flexural and compressive strengths. The influences of process conditions on the flexural and compressive strengths of UP-modified mortars are

examined. As a result, increasing polymer-cement ratio chiefly causes an

improvement in the flexural strength of UP-modified mortars, and increasing

water-cement ratio brings about marked reductions in their flexura? and compressive

strengths. The highest flexural and co npressive strengths are obtained at

water-cement ratios of 5% or less regardless of the polymer-cement ratio. Furthermore, the strengths of UP-modified mortars are decreased with an increase in the water-polymer ratio. The production of UP-modified mortirs is possible by applying either of Mixing Methods A and B.