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 139
... phase analyses , excluding those with significant Mg contents . The diagram is useful to check whether the observed Al and Si contents are due to occluded CAS . The trend line at A / S = 6 shows the expected values if analyses arose ...
... phase analyses , excluding those with significant Mg contents . The diagram is useful to check whether the observed Al and Si contents are due to occluded CAS . The trend line at A / S = 6 shows the expected values if analyses arose ...
Page 256
... phase ( capillary pore ) Figure 1 : Relative dielectric constant vs. time for a w / c = 0.4 OPC paste [ 9 ] . Figure 2 : Schematic diagram of the bricklayer model . D grain boundary phase ( C - S - H gel ) This amplification mechanism ...
... phase ( capillary pore ) Figure 1 : Relative dielectric constant vs. time for a w / c = 0.4 OPC paste [ 9 ] . Figure 2 : Schematic diagram of the bricklayer model . D grain boundary phase ( C - S - H gel ) This amplification mechanism ...
Page 338
... phase in the material . For concrete three phase can be distinguised , i.e. ... diagram is enhanced with crack patterns at four stages in the fracture ... diagram . However when the load - displacement response of the simulation is ...
... phase in the material . For concrete three phase can be distinguised , i.e. ... diagram is enhanced with crack patterns at four stages in the fracture ... diagram . However when the load - displacement response of the simulation is ...
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