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Strength of latex-modified

Ohamal ll l studied the effect of monomer ratio in EVA, SBR, and poly (styrene-butyl acrylate, SAE) latexes on the strengths of latex-modified mortars (Fig. 4.10). The monomer ratio affects the strengths of the latex-modified mortars to the same extent as the polymer-cement ratio. The maximum strengths of EVA- and poly(styrene-butyl acrylate)-modified mortars are obtained at a bound ethylene content of 13% and a bound styrene content of 55% respectively. The strengths of SBR-modified mortar increase with a rise in the bound styrene content. These results are similar to those obtained by Cherkinskii, et al.f i The tensile strength of the dry films made from SBR latexes increases sharply when the bound styrene content is raised, and there is a positive correlation between the strength of the films and the flexural strength of SBR-modified mortars with polymer-cement ratios above 10% as shown in Fig. 4.11.li l... [Pg.58]

Figure 4.10 Effects of monomer ratio in EVA, SBR and poly(styrene-butyl acrylate, SAE) latexes on flexural and compressive strengths of latex-modified mortars. Figure 4.10 Effects of monomer ratio in EVA, SBR and poly(styrene-butyl acrylate, SAE) latexes on flexural and compressive strengths of latex-modified mortars.
Figure 4.14 Relation between surfactant content of latexes and flexural strength of latex-modified mortars. Figure 4.14 Relation between surfactant content of latexes and flexural strength of latex-modified mortars.
It appears that the molecular weight of the latex polymers does not have an effect on the strength of latex-modified mortar and concrete. ... [Pg.65]

The strength of latex-modified systems is affected to a lesser extent by the type of cement, except when high-alumina cement is used as shown in Fig. 4.16.126]... [Pg.65]

Figure 4.181 1 indicates the effect of the fineness modulus of sand on the strength of latex-modified mortars. The flexural and compressive strengths tend to increase with rising fineness modulus, that is, with increasing particle size of the sand, like unmodified mortar. [Pg.69]

Table 4.4 Relationship Between Various Strengths of Latex-Modified Concretes. [Pg.72]

WagnerP" expanded Powers and Brownyard s theory for ordinary cement paste,and developed a general expression to predict the compressive strength of latex-modified mortars, using the water-cement ratio and the content of entrained air ... [Pg.73]

Effect of Sand-Cement Ratio. When the sand-cement ratio increases, the flexural and compressive strengths of latex-modified mortars are remarkably reduced, and the effect of the polymer-cement ratio on the strengths gradually becomes smaller. [Pg.73]

Figure 4.21 Relation between binder-void ratio and compressive strength of latex-modified concretes. Figure 4.21 Relation between binder-void ratio and compressive strength of latex-modified concretes.
Figure 4.54 Polymer-cement ratio vs. bond strength of latex-modified mortars to reinforcing bars. Figure 4.54 Polymer-cement ratio vs. bond strength of latex-modified mortars to reinforcing bars.

See other pages where Strength of latex-modified is mentioned: [Pg.33]    [Pg.58]    [Pg.65]    [Pg.81]    [Pg.104]    [Pg.125]    [Pg.33]    [Pg.58]    [Pg.81]   
See also in sourсe #XX -- [ Pg.46 , Pg.55 ]

See also in sourсe #XX -- [ Pg.46 , Pg.55 ]




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