top

  Info

  • Utilizzare la checkbox di selezione a fianco di ciascun documento per attivare le funzionalità di stampa, invio email, download nei formati disponibili del (i) record.

  Info

  • Utilizzare questo link per rimuovere la selezione effettuata.
Advances in Sustainable Construction Materials and Geotechnical Engineering : Select Proceedings of TRACE 2018 / / edited by Sanjay Kumar Shukla, Sudhirkumar V. Barai, Ankur Mehta
Advances in Sustainable Construction Materials and Geotechnical Engineering : Select Proceedings of TRACE 2018 / / edited by Sanjay Kumar Shukla, Sudhirkumar V. Barai, Ankur Mehta
Edizione [1st ed. 2020.]
Pubbl/distr/stampa Singapore : , : Springer Singapore : , : Imprint : Springer, , 2020
Descrizione fisica 1 online resource (XIV, 280 p. 156 illus., 93 illus. in color.)
Disciplina 624.15
Collana Lecture Notes in Civil Engineering
Soggetto topico Engineering geology
Engineering—Geology
Foundations
Hydraulics
Sustainable architecture
Building materials
Geoengineering, Foundations, Hydraulics
Sustainable Architecture/Green Buildings
Building Materials
ISBN 981-13-7480-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto 1. Foreword -- 2. Industrial by-products as Construction Materials -- 3. Sustainable and Green Materials in Construction -- 4. Advancement in Geotechnical Engineering -- 5. Stabilization techniques.
Record Nr. UNINA-9910366579203321
Singapore : , : Springer Singapore : , : Imprint : Springer, , 2020
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Particle Packing Method for Recycled Aggregate Concrete
Particle Packing Method for Recycled Aggregate Concrete
Autore Pradhan Subhasis
Edizione [1st ed.]
Pubbl/distr/stampa Singapore : , : Springer, , 2024
Descrizione fisica 1 online resource (288 pages)
Altri autori (Persone) KumarShailendra
BaraiSudhirkumar V
ISBN 981-9975-16-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Intro -- Preface -- Acknowledgments -- Contents -- About the Authors -- Nomenclature -- List of Figures -- List of Tables -- 1 Background on Techniques for Sustainable Use of Recycled Aggregate and Application of Particle Packing Method -- 1.1 Overview on Sustainable Development -- 1.2 RAC in Sustainable Construction -- 1.3 Problems in RAC -- 1.3.1 General Problems -- 1.3.2 Problems in India -- 1.4 Solutions to Address the Problems in RAC -- 1.4.1 Treatment Methods to Remove the Attached Mortar -- 1.4.2 Treatment Methods to Strengthen the Attached Mortar -- 1.4.3 Mix Design Methods for RAC -- 1.4.4 Mixing Methods for RAC -- 1.5 Organization of the Book -- 1.6 Closure -- References -- Part I Materials Processing and Characterization -- 2 Production and Processing of Aggregates -- 2.1 Introduction -- 2.2 Extraction of Recycled Coarse Aggregate -- 2.3 Production and Processing of Natural Coarse Aggregates -- 2.4 Closure -- References -- 3 Characterization of Materials -- 3.1 Introduction -- 3.2 Coarse Aggregates -- 3.2.1 Physical Properties Coarse Aggregate -- 3.2.2 Mechanical Properties of Coarse Aggregate -- 3.3 Closure -- References -- Part II Concrete Mix Proportioning and Mixing -- 4 Particle Packing Method of Mix Proportioning and Modified Mixing Approach -- 4.1 Introduction -- 4.2 Particle Packing Method (PPM) -- 4.2.1 Determination of Aggregate Fractions and Packing Density -- 4.3 Mix Proportion -- 4.3.1 Aggregate Content -- 4.3.2 Paste Content -- 4.4 Mixing Process -- 4.5 Closure -- References -- Part III Multi-Scale Performance Assessment of Concrete Mixes -- 5 Macro-level Performance Assessment of Concrete: Conventional Approach -- 5.1 Introduction -- 5.2 Performance of Concrete Mixes -- 5.2.1 Fresh Concrete -- 5.2.2 Hardened Concrete -- 5.3 Comparative Study -- 5.4 Statistical Analysis -- 5.5 Constitutive Relationship of RAC.
5.5.1 Material Model -- 5.6 Closure -- References -- 6 Macro-level Performance Assessment of Concrete: Experimental Fracture Analysis -- 6.1 Introduction -- 6.2 Fracture Analysis of Concrete -- 6.3 Experimental Investigation -- 6.3.1 Details of Test Setup and Test Procedure -- 6.4 Results -- 6.4.1 Load-CMOD Relationship -- 6.4.2 Fracture Energy -- 6.4.3 Double-upper KK Fracture Parameter -- 6.5 Discussion -- 6.5.1 Influence of Aggregate Type -- 6.5.2 Influence of Mix Design Method -- 6.5.3 Influence of the Size of the Specimen -- 6.6 Comparative Study on upper G Subscript upper FGF -- 6.7 Closure -- References -- 7 Performance Assessment of Concrete: Meso-, Micro-, Nano-level, and Physio-chemical Analysis -- 7.1 Introduction -- 7.2 Multi-scale Characterization of Concrete -- 7.2.1 Thermogravimetric Analysis (TGA) -- 7.2.2 Nanoindentation Technique -- 7.2.3 Image Analysis of Back-Scattered Electrons (BSE) Images -- 7.2.4 Image Analysis of X-Ray Microtomographic Images -- 7.3 Experimental Investigation -- 7.3.1 Sample Preparation for Thermogravimetric Analysis -- 7.3.2 Sample Preparation for Nanoindentation and SEM -- 7.3.3 Sample Preparation for X-Ray Microtomography -- 7.4 Thermogravimetric Analysis -- 7.4.1 Estimation of Degree of Hydration -- 7.4.2 Calculation of Mass Loss at Different Phases and upper W Subscript upper BWB -- 7.4.3 Estimation of upper W Subscript upper B normal infinityWBinfty -- 7.4.4 Degree of Hydration (alphaα) -- 7.5 Investigation on the Presence of Pozzolanic Material in RCA -- 7.5.1 CH Bound Water and Free CH Content -- 7.5.2 Fourier Transform Infrared Spectroscopy Analysis -- 7.6 Relationship Between Degree of Hydration and Compressive Strength -- 7.7 Nanoindentation -- 7.7.1 Results and Discussion -- 7.8 Image Analysis of BSE Images -- 7.8.1 Results and Discussion -- 7.9 X-Ray Microtomography.
7.9.1 Methodology of Image Analysis of XRT Images -- 7.9.2 Results and Discussion -- 7.10 Relationship Between Micro-structural and Macro-mechanical Properties -- 7.11 Closure -- References -- Part IV Sustainability Assessment of Recycled Aggregate Concrete -- 8 Life Cycle Assessment and Cost Analysis -- 8.1 Introduction -- 8.2 Life Cycle Assessment -- 8.3 Methodology -- 8.3.1 Goal and Scope Definition -- 8.3.2 Life Cycle Inventory (LCI) Data -- 8.3.3 Life Cycle Impact Assessment (LCIA) -- 8.4 Results and Discussion -- 8.4.1 Interpretation of Results -- 8.5 Sensitivity Analysis -- 8.5.1 Case 1 -- 8.5.2 Case 2 -- 8.5.3 Case 3 -- 8.5.4 Critical Analysis -- 8.6 Cost Analysis -- 8.7 Closure -- References -- Part V Structural Applications -- 9 Structural Applications: Beam -- 9.1 Introduction -- 9.2 Reinforced RAC Beams -- 9.2.1 Flexure Behaviour -- 9.2.2 Shear Behaviour -- 9.3 Impact of PPM Mix Design Approach -- 9.3.1 Experimental Program -- 9.3.2 Test Setup and Procedure -- 9.4 Discussion on Shear and Flexure Performance -- 9.4.1 Shear Performance -- 9.4.2 Flexure Performance -- 9.5 Shear Strength Assessment of RAC Beams -- 9.5.1 Comparative Study on Shear Strength Prediction of RAC Beams Without Stirrups -- 9.5.2 Comparative Study on Shear Strength Prediction of RAC Beams with Stirrups -- 9.5.3 Critical Analysis of Design Parameters -- 9.6 Expression for the Shear Strength of RAC Beams -- 9.6.1 Without Transverse Reinforcement -- 9.6.2 With Transverse Reinforcement -- 9.6.3 Effectiveness of Stirrups in Shear Resistance -- 9.7 Closure -- References -- 10 Structural Applications: Column -- 10.1 Introduction -- 10.2 Performance of RAC Column in Axial Loading -- 10.3 Impact of PPM on Compressive Strength of RAC Column -- 10.3.1 Experimental Program -- 10.3.2 Test Setup and Test Procedure -- 10.4 Results and Discussion.
10.4.1 Crack Pattern and Failure Mode -- 10.4.2 Load-Displacement Relationship -- 10.4.3 Strain in Concrete and Poisson's Ratio -- 10.4.4 Effect of Confinement -- 10.4.5 Assessment of the Test Results with Design Specifications -- 10.5 Closure -- References -- 11 Structural Applications: Slab -- 11.1 Introduction -- 11.2 Performance of Reinforced RAC Slab -- 11.3 Impact of PPM on Punching Shear Strength of RAC Slab -- 11.3.1 Experimental Program -- 11.3.2 Test Setup and Test Procedure -- 11.4 Results and Discussion -- 11.4.1 Crack Pattern and Failure Mode -- 11.4.2 Load-Deflection Relationship -- 11.4.3 Strain in Longitudinal Reinforcement and Concrete -- 11.5 Comparison with Design Codes -- 11.5.1 ch11IS456 -- 11.5.2 ch11ACI318 -- 11.5.3 ch11BS1985 -- 11.5.4 ch11Eurocode2 -- 11.5.5 ch11fib -- 11.5.6 ch11NZS2006 -- 11.5.7 ch11JSCE2007 -- 11.5.8 Critical Analysis -- 11.6 Yield Line Theory -- 11.6.1 Critical Analysis -- 11.7 Critical Shear Crack Theory -- 11.7.1 Critical Analysis -- 11.8 Parametric Study -- 11.9 Closure -- References -- Appendix A Primary Data Regarding NCA and RCA Production -- A.1 Natural Coarse Aggregate Production -- A.2 Recycled Coarse Aggregate Production -- Appendix B Database of RAC Beams Without Shear Reinforcement -- Appendix C Database of RAC Beams with Shear Reinforcement -- Appendix D Database of Punching Shear Test of RAC Slabs -- References.
Record Nr. UNINA-9910841858303321
Pradhan Subhasis  
Singapore : , : Springer, , 2024
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Shear Strengthening of T-beam with GFRP [[electronic resource] ] : A Systematic Approach / / by Kishor Chandra Panda, Sudhirkumar V. Barai, Sriman Kumar Bhattacharyya
Shear Strengthening of T-beam with GFRP [[electronic resource] ] : A Systematic Approach / / by Kishor Chandra Panda, Sudhirkumar V. Barai, Sriman Kumar Bhattacharyya
Autore Panda Kishor Chandra
Edizione [1st ed. 2018.]
Pubbl/distr/stampa Singapore : , : Springer Singapore : , : Imprint : Springer, , 2018
Descrizione fisica 1 online resource (xxii, 189 pages) : illustrations
Disciplina 624.183423
Collana Springer Transactions in Civil and Environmental Engineering
Soggetto topico Buildings—Design and construction
Building
Construction
Engineering, Architectural
Mechanics
Mechanics, Applied
Building materials
Building Construction and Design
Solid Mechanics
Building Materials
ISBN 981-10-7760-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Chapter 1: Introduction -- Chapter 2: Shear Strengthening - a State of the Art Review -- Chapter 3: Technique for Shear Strengthening - An Experimental approach -- Chapter 4: Major Findings from Experiments on Shear Strengthening of Beams -- Chapter 5: Theoretical approach on Shear Strengthening of Beams -- Chapter 6: Numerical Approach on Shear Strengthening of Beams. .
Record Nr. UNINA-9910299930403321
Panda Kishor Chandra  
Singapore : , : Springer Singapore : , : Imprint : Springer, , 2018
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Systematic Approach of Characterisation and Behaviour of Recycled Aggregate Concrete / / by M. Chakradhara Rao, Sriman Kumar Bhattacharyya, Sudhirkumar V. Barai
Systematic Approach of Characterisation and Behaviour of Recycled Aggregate Concrete / / by M. Chakradhara Rao, Sriman Kumar Bhattacharyya, Sudhirkumar V. Barai
Autore Rao M. Chakradhara
Edizione [1st ed. 2019.]
Pubbl/distr/stampa Singapore : , : Springer Singapore : , : Imprint : Springer, , 2019
Descrizione fisica 1 online resource (XL, 318 p. 215 illus., 137 illus. in color.)
Disciplina 691
Collana Springer Transactions in Civil and Environmental Engineering
Soggetto topico Building materials
Structural materials
Buildings—Design and construction
Building
Construction
Engineering, Architectural
Building Materials
Structural Materials
Building Construction and Design
ISBN 981-10-6686-8
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Introduction -- Production Process of Recycled Aggregate -- Properties of Recycled Aggregates -- Properties of Recycled Aggregate Concrete -- Long Term and Durability Properties -- Microstructure of Recycled Aggregate Concrete -- Structural Behaviour of RAC -- Quality Improvement Techniques.
Record Nr. UNINA-9910337626503321
Rao M. Chakradhara  
Singapore : , : Springer Singapore : , : Imprint : Springer, , 2019
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui