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Introductory technical guidance for civil engineers and construction managers interested in internal curing of portland cement concrete pavement. Here is what is discussed: 1. INTRODUCTION 2. PAVEMENT APPLICATIONS 3. MIXTURE DESIGN FOR INTERNAL CURING 4. CONCRETE PAVEMENT CONSTRUCTION ASPECTS OF INTERNALLY CURED CONCRETE 5. PROPERTIES OF INTERNALLY CURED CONCRETE 6. PRACTICAL APPLICATIONS 7. SUMMARY 8. REFERENCES.
Introductory technical guidance for civil engineers, construction managers and highway maintenance managers interested in pavement engineering. This is one of two volumes. This is what is contained in this volume: 1. AGGREGATE SURFACE PAVEMENTS 2. THIN ASPHALT PAVEMENT OVERLAYS 3. CONCRETE ADMIXTURES FOR PAVEMENT 4. ACOUSTIC SPECTROSCOPY FOR ASR TESTING OF CONCRETE PAVEMENT 5. BASES AND SUBBASES FOR CONCRETE PAVEMENT 6. INTERNAL CURING OF CONCRETE PAVEMENT 7. PAVEMENT FOR SEASONAL FROST CONDITIONS 8. PAVEMENT DRAINAGE 9. FLEXIBLE ASPHALT CONCRETE 10. ELASTIC LAYERED METHODS OF FLEXIBLE PAVEMENT DESIGN 11. COMPACTION AND QUALITY CONTROL FOR HOT MIX ASPHALT PAVEMENT 12. SURFACE PREPARATION AND PLACEMENT FOR HOT MIX ASPHALT PAVEMENT 13. PAVEMENT SURVEY, MAINTENANCE AND REPAIR 14. PAVEMENT OVERLAYS.
Introductory technical guidance for civil engineers and construction managers interested in curing of portland cement concrete pavement for streets and highways. Also included is a bonus discussion of micro-extraction and micro-sampling for asphalt concrete pavement. Here is what is discussed: 1. INTRODUCTION 2. CURING AND EVAPORATION RATE 3. INITIAL CURING 4. CONVENTIONAL CURING 5. BONUS FEATURE: MICRO-SAMPLING AND MICRO-EXTRACTION OF ASPHALT PAVEMENT
This monograph is written based on the author's research on the assessment, control, and repair of cracking of early-age concrete in the recent decade. The technique of internal curing for increasing cracking resistance of early-age concrete is further developed through experimental and theoretical research. It establishes models for predicting the internal relative humidity and autogenous shrinkage of internally cured concrete at early age; reveals the variation law and mechanism of early-age tensile creep of internally cured concrete; and explores the variation law and mechanism of early-age cracking resistance of internally cured concrete under continuous restrained condition or uniaxial restrained condition. It is designed as a reference work for professionals or practitioners and a textbook for undergraduates or postgraduates. As such, this book provides valuable knowledge, useful methods, and practical experience that can be considered in the field of concrete cracking control.
Introductory technical guidance for professional engineers and construction managers interested in design, construction and maintenance of streets and highways. Here is what is discussed: 1. INTRODUCTION, 2. CURRENT USE OF RCA IN CONCRETE MIXTURES, 3. MIXTURE DESIGN USING RCA, 4. CONSIDERATIONS FOR PAVEMENT DESIGN USING RCA CONCRETE, 5. RCA PRODUCTION AND USE CONSIDERATIONS, 6. CONCLUSIONS.
Introductory technical guidance for civil engineers and other professional engineers and construction managers interested in portland cement concrete pavement for streets and highways. Here is what is discussed: 1. CONSOLIDATION, 2. FINISHING, TEXTURING AND EDGING, 3. CURING AND PAVEMENT PROTECTION.
Durability and service life design of concrete constructions have considerable socio-economic and environmental consequences, in which the permeability of concrete to aggressive intruders plays a vital role. Concrete Permeability and Durability Performance provides deep insight into the permeability of concrete, moving from theory to practice, and presents over 20 real cases, such as Tokyo’s Museum of Western Art, Port of Miami Tunnel and Hong Kong-Zhuhai-Macao sea-link, including field tests in the Antarctic and Atacama Desert. It stresses the importance of site testing for a realistic durability assessment and details the "Torrent Method" for non-destructive measurement of air-permeability. It also delivers answers for some vexing questions: Should the coefficient of permeability be expressed in m2 or m/s? How to get a "mean" pore radius of concrete from gas-permeability tests? Why should permeability preferably be measured on site? How can service life of reinforced concrete structures be predicted by site testing of gas-permeability and cover thickness? Practitioners will find stimulating examples on how to predict the coming service life of new structures and the remaining life of existing structures, based on site testing of air-permeability and cover thickness. Researchers will value theoretical principles, testing methods, as well as how test results reflect the influence of concrete mix composition and processing.
Manual of integrated material and construction practices for concrete pavements.
Restraint and intrinsic stresses in concrete at early ages are vitally important for concrete structures which must remain free of water-permeable cracks, such as water-retaining structures, tunnel linings, locks and dams. The development of hydration heat, stiffness and strength, also the degree of restraint and, especially for high-strength concrete, non-thermal effects, are decisive for sensitivity to cracking. Determining thses stresses in the laboratory and in construction components has led to a clearer understanding of how they develop and how to optimize mix design, temperature and curing conditions. New testing equipment has enabled the effects of all the important parameters to be qualified and more reliable models for predictiong restraint stresses to be developed. Thermal Cracking in Conrete at Early Ages contains 56 contributions by leading international specialists presented at the RILEM Symposium held in October 1994 at the Technical University of Munich. It will be valuable for construction and site engineers, concrete technologists and scientists.