000 05889cam a2200565Ka 4500
001 ocn828424584
003 OCoLC
005 20171224114209.0
006 m o d
007 cr cnu---unuuu
008 130225s2011 enka ob 001 0 eng d
040 _aN$T
_beng
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_dOCLCF
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019 _a860528767
020 _a9781118602140
_q(electronic bk.)
020 _a1118602145
_q(electronic bk.)
020 _a9781118602164
_q(electronic bk.)
020 _a1118602161
_q(electronic bk.)
020 _z9781848212909
020 _z1848212909
029 1 _aDEBBG
_bBV043395502
029 1 _aNZ1
_b15916413
035 _a(OCoLC)828424584
_z(OCoLC)860528767
050 4 _aTA442.5
_b.S45 2011eb
072 7 _aTEC
_x021000
_2bisacsh
082 0 4 _a620.1/36
_223
049 _aMAIN
245 0 0 _aSelf-compacting concrete /
_cedited by Ahmed Loukili.
260 _aLondon :
_bISTE ;
_aHoboken, N.J. :
_bWiley,
_c2011.
300 _a1 online resource (xii, 246 pages) :
_billustrations
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
504 _aIncludes bibliographical references and index.
505 0 _aMachine generated contents note: ch. 1 Design, Rheology and Casting of Self-Compacting Concretes / Michel Mouret -- 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 -- 1.4.1. Determining rheology during mixing and transport -- 1.4.2. 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 -- ch. 2 Early Age Behavior / Ahmed Loukili -- 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 -- 2.4. Plastic shrinkage and drop in capillary pressure -- 2.4.1. 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 -- ch. 3 Mechanical Properties and Delayed Deformations / Ahmed Loukili -- 3.1. Introduction -- 3.2. Instantaneous mechanical properties -- 3.2.1. 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 -- ch. 4 Durability of Self-Compacting Concrete / Abdelhafid Khelidj -- 4.1. Introduction -- 4.2. Properties and parameters that influence durability -- 4.2.1. 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 -- ch. 5 High Temperature Behavior of Self-Compacting Concretes / Geert de Schutter -- 5.1. Introduction -- 5.2. Changes in SCC microstructure and physico-chemical properties with temperature -- 5.2.1. Physico-chemical properties -- 5.3. Mechanical behavior of SCCs at high temperature -- 5.3.1. Changes in compressive strength -- 5.3.2. Elastic modulus -- 5.4. Thermal stability -- 5.5. Conclusion -- 5.6. Bibliography.
520 _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. -- Publishers description.
588 0 _aPrint version record.
650 0 _aSelf-consolidating concrete.
650 7 _aTECHNOLOGY & ENGINEERING
_xMaterial Science.
_2bisacsh
650 7 _aSelf-consolidating concrete.
_2fast
_0(OCoLC)fst01746477
655 4 _aElectronic books.
700 1 _aLoukili, Ahmed.
776 0 8 _iPrint version:
_tSelf-compacting concrete.
_dLondon : ISTE ; Hoboken, N.J. : Wiley, 2011
_z9781848212909
_w(DLC) 2011020213
_w(OCoLC)730054517
856 4 0 _uhttp://onlinelibrary.wiley.com/book/10.1002/9781118602164
_zWiley Online Library
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938 _aYBP Library Services
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938 _aYBP Library Services
_bYANK
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938 _aYBP Library Services
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