Page 14 - New Trends in Eco efficient and Recycled Concrete
P. 14

Contents                                                          xiii


                14.5  The microstructure of paste/recycled aggregate interfacial
                     transition zone                                        442
                14.6  Conclusion                                            443
                References                                                  444

           15   Meso-structural modelling in recycled aggregate concrete    453
                C. Medina, J. Sa ´nchez, I.F. Sa ´ez del Bosque, M. Frı ´ as
                and M.I. Sa ´nchez de Rojas
                15.1  Introduction                                          453
                15.2  Interfacial transition zone in conventional and recycled concrete  454
                15.3  Meso-structural modelling                             457
                     15.3.1  Phases in concrete meso-structural modelling   457
                     15.3.2  Prior meso-structural modelling                459
                     15.3.3  Model proposed to study the meso-structure of concrete
                            bearing recycled ceramic aggregate              466
                15.4  Conclusions                                           471
                Acknowledgements                                            472
                References                                                  472
           16   Sequestration of carbon dioxide by RCAs and enhancement
                of properties of RAC by accelerated carbonation             477
                Dongxing Xuan and Chi Sin Poon
                16.1  Introduction                                          477
                16.2  Estimation of CO 2 sequestration by RCAs              479
                     16.2.1  Materials and experimental                     479
                     16.2.2  Influence of various carbonation factors on CO 2
                            uptake of RCAs                                  482
                16.3  Performance of RAC with carbonated RCAs               485
                     16.3.1  Properties of NRCAs by accelerated carbonation  485
                     16.3.2  Static compressive strength                    487
                     16.3.3  Dynamic compressive strength                   488
                     16.3.4  Flexural strength                              489
                     16.3.5  Microhardness of ITZ of RAC with C-NRCAs       489
                     16.3.6  Durability                                     491
                     16.3.7  Performance improvement of RAC prepared
                            with C-NRCAs                                    494
                16.4  Conclusion and recommendations                        495
                Acknowledgement                                             495
                References                                                  496

           17   Sulphur content of recycled aggregates applied in concrete
                production                                                  499
                Carlos Thomas, Ana Cimentada, Jokin Rico and Jesu ´s Setie ´n
                17.1  Introduction                                          499
                17.2  Methods of identification of sulphur in recycled aggregates  500
   9   10   11   12   13   14   15   16   17   18   19