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 91
... developed . The amount of air is small ( Tab.I ) and there is a lack of very small pores . According to the air void system the concrete can not be regarded as frost resistant . In mixes 1 to 10 the air void system is generally better ...
... developed . The amount of air is small ( Tab.I ) and there is a lack of very small pores . According to the air void system the concrete can not be regarded as frost resistant . In mixes 1 to 10 the air void system is generally better ...
Page 163
... developed in Phoenician coastal cities . The difficulty in identifying its origin derives in part because it was gradually developed from fieldstone masonry . At the beginning , only the foundations and the corners ( which served as ...
... developed in Phoenician coastal cities . The difficulty in identifying its origin derives in part because it was gradually developed from fieldstone masonry . At the beginning , only the foundations and the corners ( which served as ...
Page 191
... developed as part of the closure system of shallow subsurface structures for disposal of low - activity radioactive wastes . Heat output , volume change , and compressive strength of the sealing grout were monitored with time , at ...
... developed as part of the closure system of shallow subsurface structures for disposal of low - activity radioactive wastes . Heat output , volume change , and compressive strength of the sealing grout were monitored with time , at ...
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