…of free specimens. Before each length measurement, the free concrete specimens and the pressure cells with restrained concrete specimens were removed from the testing environment (38°C and 100% RH) and…

…1989, Testing aggregates. Methods for samp1ing, Standard BS812:Part 102:1989 10. American Society For Testing And Materials, 1982, Standard practice for sampling aggregates. Standard ASTM D75-82. 11. British Standards Institution, Procedure…

…and three 100 x 200-mm cylinders for compressive strength testing were cast from each mixture for quality assurance. Each mixture created four prisms for expansion testing. Curing methods also diverged…

…were used to transmit data to a LabVIEW program for analysis. Testing was performed in both the longitudinal and transverse modes of free vibration. The dynamic elastic modulus was computed…

…effect of increase in compression steel on ASR strain. When the compression steel is increased (with constant tension steel) ASR strain in compression zone is reduced. In R5 and R6…

…evaluating the effectiveness of SCMs for controlling ASR. Several comparative field and laboratory investigations were developed for validating the results obtained with the above tests (e.g. [11-17]). This paper compares…

…Table 3. 2.2 Experimental methods Petrographic examination Besides, the components of each aggregate were identified by Petrographic Examination ASTM C 295 [3] determining the relative amounts of the constituents and…

L – ‘”ICAAR ;”,-:~1 11· CIRAG ~ -‘ ‘–‘ Quebec !lOOO 22. 02. 2010 lIeb InteRnational Con.,:eRence on AlkaU·Agoqegate Reactfon l1e Con’:CRence Inteunatfonale SUQ les Reactfons AlcoLfs-GRonuLots THE PETROGRAPffiC DIAGNOSIS…

…S2 weeks at 38 °C improves the compressive strength, compared to week 4 and reduces the elastic modulus. Cores series D and F (control mix, low compressive strength) at weeks…

…of existing FE software in which the model was developped, availability, type of software: commercial, academics, open-source…); • validation, example on simple test-case. 3.1 Tentative list of models The models…