Microstructure of Cement-Based Systems: Volume 370: Bonding and Interfaces in Cementitious MaterialsThis book continues the MRS series on characteristics and properties of cementitious materials. In Part I, recent advances in microstructure and related characterization of cementitious systems are the focus. Topics include: microstructures of "normal" cement systems; microstructure of 'unusual' cement systems; image analysis, modelling and fractal analysis applications; and assessment of pore structures. Part II features presentations on interfacial microstructures, as well as information on elastic and fracture properties, transport properties, and the effects of interfaces on fiber-reinforced systems. |
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Page 170
... typical products like the fume purification residues . But normally the wastes used in this study are composed ... typical other residues coming from lignite firing . The composition of typical flue gas sorption product ( sulfate ...
... typical products like the fume purification residues . But normally the wastes used in this study are composed ... typical other residues coming from lignite firing . The composition of typical flue gas sorption product ( sulfate ...
Page 185
... typical of ettringite mineralization in pore throats . C - S - H was observed near fly ash grains . The core had moderately high strength , but also relatively high permeability . Figure 3 shows a series of fracture surface micrographs ...
... typical of ettringite mineralization in pore throats . C - S - H was observed near fly ash grains . The core had moderately high strength , but also relatively high permeability . Figure 3 shows a series of fracture surface micrographs ...
Page 438
... typical sand used in concrete , as measured experimentally in [ 17 ] . The particle diameters ranged between 75 and 4750 μm . For the 1000 mm3 cubic volumes used in this study , between seven and twenty thousand aggregate particles were ...
... typical sand used in concrete , as measured experimentally in [ 17 ] . The particle diameters ranged between 75 and 4750 μm . For the 1000 mm3 cubic volumes used in this study , between seven and twenty thousand aggregate particles were ...
Contents
APPLICATION OF AUTOMATED IMAGE ANALYSIS TO | 3 |
A REEVALUATION OF HARDENED CEMENT PASTE | 13 |
AN APPROACH TO QUANTITATIVE IMAGE ANALYSIS | 23 |
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1995 Materials Research air voids andesite bond strength bulk cement paste C-S-H gel calcium calcium hydroxide carbonate cement paste cementitious chemical clinker composite compressive strength concentration Concr crack crystals cured curve debonding density diameter dielectric diffusion dynamic modulus effect elastic elastic moduli embedded length energy ettringite experimental fiber reinforced fibres fly ash fracture surface Garboczi grains groundmass hardened hydration products image analysis increase interfacial transition zone interfacial zone load Materials Research Society matrix measured microcracks microscope microstructure mixes modulus mortar observed parameters phase pore size distribution porosity porous portland cement portlandite Proc pullout rock samples sand scanning electron microscope shear shown in Figure shows silica fume solution specimens stress structure sucrose superplasticizer Symp Table tensile thaumasite thickness values volume fraction w/c ratio water-cement ratio wood fiber yarn zeolite