Behavior of epoxy bonded bars in concrete affected by alkali-silica reaction
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![Table 1 – Petrographic facies and potentially reactive phases of New Mexico aggregate from 620 Villeneuve (2011) 621 Facies Type Proportion [%] (-14 + 10 mm [ -0.55 + 0.39 in]) Proportion [%] (-20 + 14 mm [-0.78 + 0.55 in])](https://thumb-eu.123doks.com/thumbv2/123doknet/7506482.225650/27.918.80.723.155.1075/petrographic-potentially-reactive-mexico-aggregate-villeneuve-proportion-proportion.webp)
![Table 5 – Pullout test results summary 631 Specimen Failure Mode h eff [mm] , s maxf [MPa] W b [MPa] E [J] S1-2d b -1 D 32.7 236 28.6 32.1 348 S1-2db-2 D 32.4 261 32.1 379 394 S1-2d b -3 D 34.0 287 33.6 437 S1-2d b -4 D 30.9 263](https://thumb-eu.123doks.com/thumbv2/123doknet/7506482.225650/29.918.104.678.110.1054/table-pullout-test-results-summary-specimen-failure-mode.webp)
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