Lea's Chemistry of Cement and Concrete

Lea's Chemistry of Cement and Concrete

Author: Peter Hewlett

Publisher: Butterworth-Heinemann

Published: 2019-03-06

Total Pages: 896

ISBN-13: 0081007957

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Lea's Chemistry of Cement and Concrete, Fifth Edition, examines the suitability and durability of different types of cements and concretes, their manufacturing techniques and the role that aggregates and additives play in achieving concrete's full potential of delivering a high-quality, long-lasting, competitive and sustainable product. Provides a 60% revision over the fourth edition last published in 2004 Includes updated chapters that represent the latest technological advances in the industry, including, but not exclusive to the production of low-energy cements, cement admixtures and concrete aggregates Presents expanded coverage of the suitability and durability of materials aggregates and additives


Lea's Chemistry of Cement and Concrete

Lea's Chemistry of Cement and Concrete

Author: Frederick Measham Lea

Publisher: Hodder Education

Published: 1998

Total Pages: 1274

ISBN-13:

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This book deals with the chemical and physical properties of cements and concretes and their relation to the practical problems that arise in manufacturing and use. Much attention is given to the suitability of materials, to the conditions under which concrete may deteriorate, and to the precautionary or remedial measures that can be adapted.


Microstructural Study of Hardened Cement Paste by Backscatter Scanning Electron Microscopy and Image Analysis

Microstructural Study of Hardened Cement Paste by Backscatter Scanning Electron Microscopy and Image Analysis

Author: Yuting Wang

Publisher:

Published: 1995

Total Pages: 0

ISBN-13:

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The characterization of the microstructure of a material should include two aspects: the identification of the microstructural elements in the material, and the quantitative characterization of these microstructural elements. In this research. the microstructure of hardened cement paste (hcp) was studied using BEI on polished surfaces coupled with image analysis. The microstructural elements evaluated included (a) pores detectable at the magnifications used, (b) CH crystals, (c) residual unhydrated cement particles, (d) hydrated phenograins, consisting of both hydration shells and fully hydrated cement grains, (e) combined phenograins, i.e. (c) and (d) combined as they occur in individual features, and (f) the C-S-H in the groundmass. The quantitative analyses assayed include both area fraction measurement and geometrical measurement of individual features. The latter provides information on size., shape, size distribution and mutual arrangement of the these individual features. Various hcps were investigated to quantitatively elucidate the effects of w:c ratio, age, and the incorporation of superplasticizer and silica fume on hcp microstructure. It was found that quantitative image analysis of hcp can yield interesting. and sometimes unexpected insights into the microstructure of hcp. The incorporation of superplasticizer and the incorporation of both superplasticizer and silica fume showed very strong effects on the hcp microstructure. On the other hand silica fume alone did not show strong effects. In another portion of this research, the fractal dimension characteristic of the pore system of hcp was investigated using an image analysis technique. It was found that the detectable pore system in cement pastes shows two fractal regimes: a structural fractal dimension exhibited at low resolution (Ds = 1.08 ~ 1.15) and a textural fractal dimension exhibited at higher resolution (Dt = 1.22 ~ 1.49). Finally, using a stereoscopic SEM method, it was found that the fracture surface of cement pastes shows two distinct fractal regimes: a structural fractal regime at low magnifications descriptive of the gross structural irregularities, and a textural fractal at high magnifications descriptive of the textural details of the fracture surface. The structural fractal and the textural fractal seem to have universal values of 2.02 and 2.12 respectively.