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 43
... parameters such as Young's modulus and degree of reversibility is a basic issue . In the same time , transport properties and of course the durability of civil engineering and hydraulic structures are linked to the state of ...
... parameters such as Young's modulus and degree of reversibility is a basic issue . In the same time , transport properties and of course the durability of civil engineering and hydraulic structures are linked to the state of ...
Page 99
... parameters depend directly on porosity . Contrary to our initial hypothesis , CH morphology was found to have no effect on the fracture parameters . INTRODUCTION Hardened cement paste ( HCP ) is produced by hydration reactions that ...
... parameters depend directly on porosity . Contrary to our initial hypothesis , CH morphology was found to have no effect on the fracture parameters . INTRODUCTION Hardened cement paste ( HCP ) is produced by hydration reactions that ...
Page 319
... parameters to characterize the interface can be determined . These parameters include the stiffness of the interfacial layer , the shear and frictional bond strengths and the interfacial fracture energy . A good correlation was ...
... parameters to characterize the interface can be determined . These parameters include the stiffness of the interfacial layer , the shear and frictional bond strengths and the interfacial fracture energy . A good correlation was ...
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