LEADER 05185nam 2200637 a 450 001 9910138864803321 005 20170815103311.0 010 $a1-118-60216-1 010 $a1-118-60196-3 010 $a1-118-60214-5 010 $a1-299-18768-4 035 $a(CKB)2550000001005901 035 $a(EBL)1124666 035 $a(OCoLC)828298926 035 $a(SSID)ssj0000831999 035 $a(PQKBManifestationID)11421098 035 $a(PQKBTitleCode)TC0000831999 035 $a(PQKBWorkID)10881314 035 $a(PQKB)10591884 035 $a(OCoLC)828424584 035 $a(MiAaPQ)EBC1124666 035 $a(EXLCZ)992550000001005901 100 $a20110609d2011 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 00$aSelf-compacting concrete$b[electronic resource] /$fedited by Ahmed Loukili 210 $aLondon $cISTE ;$aHoboken, N.J. $cWiley$d2011 215 $a1 online resource (278 p.) 225 1 $aISTE 300 $aDescription based upon print version of record. 311 $a1-84821-290-9 320 $aIncludes bibliographical references and index. 327 $aCover; Self-Compacting Concrete; Title Page; Copyright Page; Table of Contents; Introduction; Chapter 1. Design, Rheology and Casting of Self-Compacting Concretes; 1.1. Towards a fluid concrete; 1.1.1. Area of application; 1.2. SCC formulation basics; 1.2.1. Overview; 1.2.2. Specificity of SCC formulation; 1.2.3. Design methods for SCC; 1.3. SCC rheology; 1.3.1. Fundamental concepts; 1.3.2. Rheological characteristics: methods and ranges of measured values; 1.3.3. Rheology at different scales; 1.3.4. Evolution in rheology during casting - thixotropy; 1.4. Industrial practices 327 $a1.4.1. Determining rheology during mixing and transport1.4.2. Pumping; 1.5. Forces exerted by SCCs on formworks; 1.5.1. Important parameters; 1.5.2. Changes in pressure against a formwork; 1.5.3. Adapting the casting conditions; 1.5.4. Modeling pressure; 1.6. Bibliography; Chapter 2. Early Age Behavior; 2.1. Introduction; 2.2. Hydration and its consequences; 2.2.1. Hydration; 2.2.2. Setting; 2.2.3. Chemical shrinkage and endogenous shrinkage; 2.2.4. Heat release, thermal contraction and the risk of cracking; 2.3. Early age desiccation and its consequences: different approaches to the problem 327 $a2.4. Plastic shrinkage and drop in capillary pressure2.4.1. Analysis of studied phenomena; 2.5. Comparison of plastic shrinkage for SCCs and conventional concretes; 2.5.1. Controlled drying; 2.5.2. Forced drying; 2.6. Influence of composition on free plastic shrinkage; 2.6.1. Influence of the paste composition; 2.6.2. Influence of the paste proportion; 2.7. Cracking due to early drying; 2.7.1. Experimental apparatus; 2.7.2. Comparison of SCCs and conventional concretes; 2.8. Summary; 2.9. Bibliography; Chapter 3. Mechanical Properties and Delayed Deformations; 3.1. Introduction 327 $a3.2. Instantaneous mechanical properties3.2.1. Time-evolution of compressive strength; 3.2.2. Tensile strength; 3.2.3. Elastic modulus; 3.3. Differences in mechanical behavior; 3.3.1. Free shrinkage; 3.3.2. Restrained shrinkage; 3.3.3. Evolution and prediction of delayed deformations under loading, creep deformations; 3.4. Behavior of steel-concrete bonding; 3.4.1. Anchorage capacity; 3.4.2. Transfer capacity of reinforcement tensile stress to concrete and cracking; 3.5. Bibliography; Chapter 4. Durability of Self-Compacting Concrete; 4.1. Introduction 327 $a4.2. Properties and parameters that influence durability4.2.1. Mechanical strength; 4.2.2. Porosity and properties of the porous network; 4.2.3. Absorption; 4.3. Transport phenomena; 4.3.1. Permeability; 4.3.2. Diffusion; 4.4. Degradation mechanisms; 4.4.1. Reinforcement bar corrosion risk; 4.4.2. Aggressive water; 4.5. Conclusion; 4.6. Bibliography; Chapter 5. High Temperature Behavior of Self-Compacting Concretes; 5.1. Introduction; 5.2. Changes in SCC microstructure and physico-chemical properties with temperature; 5.2.1. Physico-chemical properties 327 $a5.3. Mechanical behavior of SCCs at high temperature 330 $aSelf-Compacting Concrete (SCC) is a relatively new building material. Nowadays, its use is progressively changing the method of concrete placement on building sites.However, the successful use of SCC requires a good understanding of the behavior of this material, which is vastly different from traditional concrete. For this purpose, a lot of research has been conducted on this area all over the world since 10 years.Intended for both practitioners and scientists, this book provides research results from the rheological behavior of fresh concrete to durability. 410 0$aISTE 606 $aSelf-consolidating concrete 608 $aElectronic books. 615 0$aSelf-consolidating concrete. 676 $a620.1/36 676 $a620.136 701 $aLoukili$b Ahmed$0920418 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910138864803321 996 $aSelf-compacting concrete$92064442 997 $aUNINA