LEADER 00959nam a22002411i 4500 001 991001551139707536 005 20031121103508.0 008 040407s1965 xxua||||||||||||||||eng 035 $ab12787486-39ule_inst 035 $aARCHE-076711$9ExL 040 $aDip.to Scienze Storiche$bita$cA.t.i. Arché s.c.r.l. Pandora Sicilia s.r.l. 082 04$a341.18 100 1 $aMacDonald, Robert W.$0248457 245 14$aThe League of Arab States :$ba study in the dynamics of regional organization /$cby Robert W. MacDonald 260 $aPrinceton :$bPrinceton University Press,$c1965 300 $aXIII, 407 p. :$bill. ;$c22 cm 650 4$aLega araba 907 $a.b12787486$b02-04-14$c16-04-04 912 $a991001551139707536 945 $aLE009 Stor. 79.1-68$g1$i2009000247581$lle009$o-$pE0.00$q-$rl$s- $t0$u0$v0$w0$x0$y.i13332168$z16-04-04 996 $aLeague of Arab States$9293021 997 $aUNISALENTO 998 $ale009$b16-04-04$cm$da $e-$feng$gxxu$h4$i1 LEADER 06692nam 22007935 450 001 9910299675603321 005 20200629204151.0 010 $a3-319-26473-7 024 7 $a10.1007/978-3-319-26473-8 035 $a(CKB)3710000000532713 035 $a(EBL)4189350 035 $a(SSID)ssj0001597198 035 $a(PQKBManifestationID)16298243 035 $a(PQKBTitleCode)TC0001597198 035 $a(PQKBWorkID)14885291 035 $a(PQKB)11628310 035 $a(DE-He213)978-3-319-26473-8 035 $a(MiAaPQ)EBC4189350 035 $a(PPN)190886781 035 $a(EXLCZ)993710000000532713 100 $a20151212d2015 u| 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 12$aA Conceptual Model for Designing Recycled Aggregate Concrete for Structural Applications /$fby Marco Pepe 205 $a1st ed. 2015. 210 1$aCham :$cSpringer International Publishing :$cImprint: Springer,$d2015. 215 $a1 online resource (178 p.) 225 1 $aSpringer Theses, Recognizing Outstanding Ph.D. Research,$x2190-5053 300 $a"Doctoral Thesis accepted by University of Salerno, Italy"--Title page. 311 $a3-319-26472-9 320 $aIncludes bibliographical references at the end of each chapters. 327 $aParts of this thesis have been published in the following journal articles:; Supervisor's Foreword; Acknowledgments; Contents; Symbols and Abbreviations; About the Author; 1 Introduction; 1.1 Motivation; 1.2 Main Contributions; 1.3 Thesis Outline; References; 2 Concrete Industry: Waste Generation and Environmental Concerns; 2.1 Construction and Demolition Waste; 2.2 Concrete and Construction Industry: Aggregates Sources; 2.3 Concrete and Construction Industry: Cement Production; References; 3 Regulatory Environment and Guidelines for RACs; 3.1 The Italian Code for Constructions 327 $a3.2 RILEM Recommendations3.3 DAfStb Guidelines and DIN Standards; 3.4 British Standards; 3.5 Buildings Department of the Hong Kong; 3.6 American Concrete Institute; 3.7 Cement Concrete and Aggregates Australia; 3.8 Main Conclusions Drawn from Existing Regulations and Standards; References; 4 Recycled Concrete Aggregates; 4.1 State of the Art for Recycled Concrete Aggregates (RCAs); 4.1.1 Processing Procedures; 4.1.2 Attached Mortar Evaluation; 4.1.3 Engineering Properties of RCAs; 4.2 Physical and Mechanical Characterisation of RCAs; 4.2.1 Attached Mortar Content 327 $a4.2.2 Porosity, Water Absorption and Particle Density4.2.3 Mechanical Strength; 4.2.4 Bond Strength Between Aggregates and Cement Paste; 4.3 Alternative Processing Procedures for RCAs; References; 5 Recycled Aggregate Concretes; 5.1 Basic Aspects About Concrete Mix Design and Technology; 5.1.1 The Role of Aggregates in Concrete Mixture; 5.1.2 Portland Cement; 5.1.3 Influence of Moisture Content and w/c Ratio; 5.1.4 Curing Conditions; 5.2 State of the Art for Recycled Aggregate Concrete (RAC); 5.2.1 Workability; 5.2.2 Compressive Strength; 5.2.3 Static Modulus of Elasticity 327 $a5.2.4 Tensile and Flexural Strength5.2.5 Drying Shrinkage; 5.3 Experimental Activities; 5.3.1 Influence of Alternative Processing Procedures on RCAs; 5.3.2 Influence of the Initial Moisture Condition of RCAs; 5.3.3 Influence of the Aggregate Replacement and Water to Cement Ratios; References; 6 Insights into the Influence of Cement Replacement in Recycled Aggregate Concrete; 6.1 Fly Ash in Recycled Aggregate Concrete; 6.1.1 Workability; 6.1.2 Compressive Strength; 6.1.3 Alkali-Silica Reaction; 6.1.4 Carbonation Depth; 6.1.5 Chloride Ion Penetration Resistance; 6.2 Experimental Activities 327 $a6.2.1 Mix Composition and Experimental Programme6.2.2 Analysis of the Results; 6.3 Empirical Relationships for Compressive Strength of RAC+Fly Ash; 6.4 Conclusions; References; 7 Predicting the Mechanical Properties of RAC; 7.1 Compressible Packing Model; 7.1.1 Theoretical Formulation; 7.1.2 Application; 7.2 Lattice Model; 7.2.1 Theoretical Formulation; 7.2.2 Application; 7.3 A Proposed Conceptual Model for RACs; 7.3.1 Hydration Model; 7.3.2 Proposed Formulations for Predicting the Strength of RAC; 7.3.3 Model Validation; References; 8 Mix Design Formulation for RAC 327 $a8.1 Conceptual Model Flow Chart 330 $aThis book reports on the physical and mechanical characterization of Recycled Aggregate Concrete (RAC), produced through a partial-to-total replacement of ordinary aggregates with what have been dubbed Recycled Concrete Aggregates (RCAs). It proposes a theoretical framework for understanding the relationships between RCAs and RCA, and for predicting the resulting behavior of RAC. The book demonstrates that in the case of RAC two additional parameters have to be taken into account than with ordinary aggregates, due to the composite nature and higher porosity of RCAs. By extending Abrams? Law for Recycled Aggregate Concrete, it represents a first step in the formulation of a general model for predicting the properties of RAC. The theoretical approach presented here addresses an important gap in the literature and is expected to stimulate new research on the use of this more sustainable form of concrete in structural applications. 410 0$aSpringer Theses, Recognizing Outstanding Ph.D. Research,$x2190-5053 606 $aBuilding materials 606 $aMechanics 606 $aMechanics, Applied 606 $aBuilding materials 606 $aPhysics 606 $aBuilding Materials$3https://scigraph.springernature.com/ontologies/product-market-codes/T23047 606 $aSolid Mechanics$3https://scigraph.springernature.com/ontologies/product-market-codes/T15010 606 $aStructural Materials$3https://scigraph.springernature.com/ontologies/product-market-codes/Z11000 606 $aNumerical and Computational Physics, Simulation$3https://scigraph.springernature.com/ontologies/product-market-codes/P19021 615 0$aBuilding materials. 615 0$aMechanics. 615 0$aMechanics, Applied. 615 0$aBuilding materials. 615 0$aPhysics. 615 14$aBuilding Materials. 615 24$aSolid Mechanics. 615 24$aStructural Materials. 615 24$aNumerical and Computational Physics, Simulation. 676 $a620.13 700 $aPepe$b Marco$4aut$4http://id.loc.gov/vocabulary/relators/aut$01062540 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910299675603321 996 $aA Conceptual Model for Designing Recycled Aggregate Concrete for Structural Applications$92526416 997 $aUNINA