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 411
... thickness of 10 , 30 , or 50 μm with / without silica fume . The dynamic shear modulus of sand is 6.5 * 10 ° psi . W / C = 0.52 . increases the stiffness of interfacial zone . If the thickness of the interfacial zone is assumed to be 10 ...
... thickness of 10 , 30 , or 50 μm with / without silica fume . The dynamic shear modulus of sand is 6.5 * 10 ° psi . W / C = 0.52 . increases the stiffness of interfacial zone . If the thickness of the interfacial zone is assumed to be 10 ...
Page 440
... thicknesses studied , plotting against aggregate surface area ( Fig . 4 ) generates universal curves only for the two thicker interfacial transition zones . For the 10 μm ITZ thickness ( dotted lines in Fig . 4 ) , the plot against ...
... thicknesses studied , plotting against aggregate surface area ( Fig . 4 ) generates universal curves only for the two thicker interfacial transition zones . For the 10 μm ITZ thickness ( dotted lines in Fig . 4 ) , the plot against ...
Page 461
... thickness of the degraded zone whatever the size of the sample . On the other hand , in the case of the samples made with mortar , the decrease in the mechanical properties cannot be explained by the same thickness of the leaching zone ...
... thickness of the degraded zone whatever the size of the sample . On the other hand , in the case of the samples made with mortar , the decrease in the mechanical properties cannot be explained by the same thickness of the leaching zone ...
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