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. |
From inside the book
Results 1-3 of 4
Page 24
... hydrated cement particles , ( e ) the combined composite phenograins , i.e. ... hydrated phenograins ) , " CP " for the combined composite phenograins and , and ... lime water at room temperature for 100 days , and then individual slices ...
... hydrated cement particles , ( e ) the combined composite phenograins , i.e. ... hydrated phenograins ) , " CP " for the combined composite phenograins and , and ... lime water at room temperature for 100 days , and then individual slices ...
Page 159
... limestone , calcium sulfates , and slaked lime with and without pozzolans . The latter comprises pozzolanic ... hydrated product of portland cement , the C - S - H capable of withstanding the test of time ? This question becomes relevant ...
... limestone , calcium sulfates , and slaked lime with and without pozzolans . The latter comprises pozzolanic ... hydrated product of portland cement , the C - S - H capable of withstanding the test of time ? This question becomes relevant ...
Page 181
... lime ( CaO ) , 15 % anhydrite ( CaSO ) , 4-6 % calcite ( CaCO3 ) , 2-3 % portlandite ( Ca ( OH ) 2 ) , and fly ash ... hydrated to portlandite . Lime and anhydrite contents from sample to sample were quite variable , suggesting that the ...
... lime ( CaO ) , 15 % anhydrite ( CaSO ) , 4-6 % calcite ( CaCO3 ) , 2-3 % portlandite ( Ca ( OH ) 2 ) , and fly ash ... hydrated to portlandite . Lime and anhydrite contents from sample to sample were quite variable , suggesting that the ...
Contents
APPLICATION OF AUTOMATED IMAGE ANALYSIS TO | 3 |
A REEVALUATION OF HARDENED CEMENT PASTE | 13 |
AN APPROACH TO QUANTITATIVE IMAGE ANALYSIS | 23 |
Copyright | |
47 other sections not shown
Common terms and phrases
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