Concrete is a brittle material prone to cracking due to its low tensile strength. Crack repairs are not only expensive and time-consuming but also increase the carbon footprint. Designing a novel concrete material possessing the ability to self-repair cracks would enhance its sustainability. Self-healing can be defined as a material’s ability to repair inner damage without any external intervention. In the case of concrete, the process can be autogenous, based on an optimized mix composition, or autonomous, when additional capsules containing some healing agent and/or bacteria spores are incorporated into the binder matrix. The first process uses unhydrated cement particles as the healing material while the other utilizes a synthetic material or bacteria precipitating calcite which are released into the crack from a broken capsule or activated by access to water and oxygen. The main disadvantages of the autonomous method are the loss of the fresh concrete workability, worsened mechanical properties, low efficiency, low survivability of the capsules and bacteria during mixing and the very high price. On the other hand, the autogenous self-healing was found to be more efficient, more cost effective, safer, and easier to implement in full-scale applications. Knowledge related to mechanisms and key factors controlling the autogenous self-healing is rather limited. Therefore, the aim of this research work was to better understand the autogenous self-healing process of concrete and to optimize the mix design and exposure conditions to maximize its efficiency. This licentiate thesis summarizes the main findings of the first 2.5 years of the PhD project. Several factors affecting autogenous self-healing were studied, including the amount of unhydrated cement, mix composition, age of material, self-healing duration and exposure conditions. The process was investigated both externally, at the surface, and deeper inside of the crack, by evaluating the crack closure and chemical composition of formed self-healing products. In addition, the flexural strength recovery was also studied. It was observed that a large amount of cement in the concrete mix does not ensure an efficient autogenous self-healing of cracks. A very dense and impermeable binder microstructure limited the transport of calcium and silicone ions to the crack and diminished the precipitation of the healing products. Addition fly ash increased the crack closure ratio close to the crack mouth, but its presence did not support the recovery of the flexural strength, presumably due to a very limited formation of load bearing phases inside the crack. Calcium carbonate was detected mainly at the crack mouth, whereas calcium silicate hydrate (C-S-H) and ettringite were found deeper inside the crack. The formation of C-S-H and ettringite presumably resulted in a regain of the flexural strength. On the other hand, calcite crystals formed close to the surface of the specimen controlled conditions inside the crack through its external closure. Healing exposure based on pure water appeared to be inefficient even despite the application of different temperature cycles and water volumes. The application of a phosphate-based retarding admixture in the curing water resulted in the highest self-healing efficiency. The admixture presumably inhibited the formation of a dense hydration shell on the surface of the unhydrated cement grains and promoted the precipitation of calcium phosphate compounds inside the crack. In addition, water mixed with microsilica particles caused a regain of the flexural strength through formation of C-S-H in the crack.

The report summarizes the results obtained by the Institute of Resource Ecology of the Helmholtz-Zentrum Dresden-Rossendorf within the BMWi-financed Joint Research Project “Geochemical retention of radionuclides on cement alteration phases (GRaZ)”. The project focused on the retention behavior of Ca-bentonite and cementitious material, both constituents of the geo-engineered barrier of deep geological repositories for high-level radioactive waste, towards radionuclides. Specifically, the influence of increased salinities and of hyperalkaline conditions on interaction processes in the system radionuclides – organics – clay/cementitious materials – aquifer was studied. For this purpose, complexation, sorption and desorption studies were performed at alkaline to hyperalkaline pH conditions (pH 8-13) and under variation of the ionic strength (0.1 to 4 M) applying complex solution compositions. For the U(VI) citrate system molecular structures dominating in the pH range 2-9 were studied spectroscopically (NMR, UV-Vis, FT-IR). As dominating species 2:2, 3:3, 3:2 and, above critical concentrations also 6:6 and 9:6 U(VI) citrate complexes were identified or confirmed and complex formation constants were determined. U(VI) sorption on Ca-bentonite at (hyper)alkaline conditions in mixed electrolyte solutions was studied by means of batch sorption experiments. The U(VI) retention on Ca-bentonite was shown to be very effective at pH>10, even in the presence of carbonate and despite the prevalence of anionic aqueous uranyl species. The presence of two independent U(VI) surface complexes on Ca-bentonite at pH 8-13 was shown by site-selective TRLFS and EXAFS spectroscopy. The sorption of anionic uranyl hydroxide complexes to the mineral surface was shown to be mediated by calcium cations. In further experiments, the effect of isosaccharinic acid (ISA) and polycarboxylate ether (PCE) on U(VI) and Eu(III) sorption, respectively, on Ca-bentonite was studied. An effect of ISA on U(VI) sorption on Ca-bentonite only occurs when ISA is present in very high excess to U(VI). The effect of PCE, as a commercial cement superplasticizer, on Eu(III) sorption onto Ca-bentonite was negligible already at moderate ionic strengths. The retention of U(VI) and Cm(III) by various C-(A-)S-H phases, representing different alteration stages of concrete, was studied by batch sorption experiments. Sorbed or incorporated actinide species were identified by TRLFS. The stability of U(VI) and Cm(III) doped C-(A-)S-H phases at high ionic strengths conditions was studied in solutions simulating the contact with North German claystone formation water. Potential changes of actinide speciation as well as formation of secondary phases due to leaching effects were followed spectroscopically. The results of this project show that both bentonite and cementitious material constitute an important retention barrier for actinides under hyperalkaline conditions and increased ionic strength.

Dans la nature de nombreux organismes tirent bénéfice de l'association au niveau moléculaire de composants organique et inorganique pour développer des propriétés exceptionnelles. Dans cette étude, nous avons voulu reproduire ce type d'association pour réaliser des matériaux hybrides à base d'hydrates de ciment. Les silicates de calcium hydratés (C-S-H) sont des matériaux lamellaires nanocristallisés, produits de façon majoritaire lors de l'hydratation des ciments ordinaires. Pour réaliser des C-S-H hybrides, nous avons employé une approche de synthèse bio-minérale qui consiste à greffer de façon covalente des radicaux organique sur la surface des feuillets de C-S-H. Pour y parvenir, nous avons développé une méthode de synthèse par voie sol-gel qui consiste à faire précipiter le matériau à partir d'un mélange homogène de précurseurs en solution. Nous avons choisi en particulier d'étudier l'influence de la taille, de la teneur et de la nature des radicaux organiques sur la formation des C-S-H hybrides. Nous avons pour cela employé des radicaux aliphatiques allant du méthyle jusqu'à l'octadécyle, ainsi que le vinyle, le phényle et l'aminopropyle. La caractérisation des matériaux hybrides obtenus s'est faite principalement par l'utilisation de la diffraction des rayons X, de la spectrométrie infrarouge et de la résonance magnétique nucléaire. Ces méthodes d'investigation ont eu pour principal objectif de déterminer la nature les phases hybrides observées. Elles nous ont permis en particulier d'observer la formation de phases adoptant une structure de type C-S-H pour des teneurs et des tailles de radicaux organiques peu importantes. Puis la résonance magnétique nucléaire a été employée afin de démontrer qu'il existait bien une association structurale entre les atomes de silicium portant les radicaux organiques et les autres atomes de silicium. Nous avons ainsi pu montrer que les phases ayant une structure de type C-S-H étaient bien des C-S-H hybrides.

Submitted by Automa??o e Estat?stica (sst@bczm.ufrn.br) on 2016-06-14T19:53:37Z No. of bitstreams: 1 LechWalesaOliveiraSoares_DISSERT.pdf: 2473726 bytes, checksum: d7a80c7eeaba135cb9b0bb6355b7a8c2 (MD5) / Approved for entry into archive by Arlan Eloi Leite Silva (eloihistoriador@yahoo.com.br) on 2016-06-15T23:04:07Z (GMT) No. of bitstreams: 1 LechWalesaOliveiraSoares_DISSERT.pdf: 2473726 bytes, checksum: d7a80c7eeaba135cb9b0bb6355b7a8c2 (MD5) / Made available in DSpace on 2016-06-15T23:04:07Z (GMT). No. of bitstreams: 1 LechWalesaOliveiraSoares_DISSERT.pdf: 2473726 bytes, checksum: d7a80c7eeaba135cb9b0bb6355b7a8c2 (MD5) Previous issue date: 2015-04-10 / A cimenta??o de po?os de petr?leo tem como fun??o b?sica promover a estabilidade mec?nica e selar hidraulicamente o po?o impedindo a comunica??o entre os diferentes tipos de fluidos. Materiais pozol?nicos s?o adicionados ao cimento, pois reagem com o hidr?xido de c?lcio formando silicatos e aluminatos de c?lcio hidratado, melhorando a estabilidade qu?mica dos produtos das fases hidratadas. A utiliza??o da cinza da casca de arroz, um rejeito da agroind?stria, na substitui??o parcial ou em adi??o ao cimento ? uma alternativa sustent?vel, na qual ? poss?vel reduzir os ?ndices de emiss?o de CO2 no processo de fabrica??o do cimento. Nesse trabalho foi avaliada a atividade pozol?nica da cinza da casca de arroz (RHA e WRHA) em pastas de cimento para po?os de petr?leo em adi??es de 10% e 20% com rela??o ? massa de cimento (BWOC). As pastas foram curadas por 28 dias a 38?C. As cinzas foram caracterizadas pelas t?cnicas de Microscopia Eletr?nica de Varredura (MEV), Infravermelho com Transformada de Fourier (FTIR), Energia Dispersiva de Raios X (EDX) e ?rea superficial (BET). A atividade pozol?nica foi avaliada pelas t?cnicas de An?lise Termogravim?trica (TGA), Difra??o de Raios X (DRX) e Resist?ncia ? Compress?o. Os resultados de TGA demonstraram que a adi??o da WRHA promoveu uma redu??o de aproximadamente 73% da fase Portlandita com rela??o ? pasta padr?o. A partir dos resultados de DRX foi poss?vel se evidenciou a redu??o da intensidade dos picos de Portlandita. Com base nos resultados apresentados podemos concluir que a cinza da casca do arroz reagiu quimicamente com a Portlandita produzindo C-S-H confirmando seu efeito como agente pozol?nico. / Pozzolanic materials such as rice husk ash are widely used to substitute part of cement, because they react with calcium hydroxide (CH) producing calcium silicate hydrate (C-S-H), which aggregate better physical, chemical and mechanical properties to the cement slurry. The usage of rice husk biomass ash from agribusiness in addition to or partially replacing cement is a noble purpose and a good way of sustainable development which currently is an obsession around the world. The ashes utilized in this study were characterized by: scanning electron microscopy technique (SEM), Fourier transform infrared spectroscopy (FTIR), Energy-dispersive X-ray spectroscopy (EDX) and BET method. The pozzolanic activity of RHA and WRHA in cement slurries was evaluated by: thermal-gravimetric technique and derivative thermogravimetry (TGA/DTG), X-ray diffraction (XRD) and Compressive Strength. The slurries formulated with additions of 10% and 20% of RHA and WRHA were cured for 28 days at 58 ?C. The results of thermal analysis demonstrated that a 20% WRHA addition caused a reduction of approximately 73% of Portlandite (calcium hydroxide ? CH) phase related to standard slurry (STD). The XRD scans also demonstrated the reduction of the Portlandite peaks? intensity for each slurry compared with STD slurry. The RHA and WRHA react chemically with Portlandite producing calcium silicate hydrate (C-S-H), confirming their effect as a pozzolanic agent. The WRHA presented the best results as a pozzolanic material.

Dans les structures en béton précontraint, les phénomènes de fluage et de retrait tendent à réduire les efforts de précontrainte initialement prévus pour maintenir le béton dans un état minimisant les forces de traction et donc la fissuration. La compréhension et la prédiction de ces phénomènes par le biais de modèles sont donc primordiales pour la conception et la maintenance à long terme des ouvrages du génie civil tels que les enceintes de confinement des centrales nucléaires.L’objectif de cette thèse est d’élaborer un cadre de modélisation micromécanique pour décrire de manière unifiée le retrait et le fluage dans les matériaux cimentaires. Pour cela, l’étude se base sur l’échelle de la microstructure poreuse du gel de C-S-H où les mécanismes intrinsèques de ces déformations différées du béton opèrent. Une approche d’homogénéisation numérique modélisant ces phénomènes dans des microstructures poreuses à morphologies quelconques est développée. Une description explicite du réseau poreux ainsi que de la phase liquide de l’eau pendant les processus de séchage/humidification est prise en compte. Les mécanismes concernant lesdéformations différées dans la phase solide sont modélisés par la théorie de la microprécontrainte-solidification (MPS). Les simulations à l’échelle microscopique sont réalisées par une approche originale couplant la méthode de Lattice Boltzmann (LBM) et la méthode des éléments finis (FEM). La LBM est utilisée pour décrire la distribution du liquide capillaire à l’échelle du pore,tandis que la FEM est employée pour simuler la déformation du squelette solide sous l’action combinée de l’eau dans l’espace poreux et d’un chargement macroscopique.La démarche proposée permet, au travers des simulations, de mieux comprendre les mécanismes liés à la non saturation et aux effets capillaires dans les milieux poreux. En particulier, la prise en compte de morphologies réalistes de microstructures et des ménisques formés conduit à différents régimes de retrait/gonflement. Ainsi les effets de l’intensité de la pression capillaire,de la tension de surface et des surfaces de chargement sur la réponse élastique du squelette solide sont évalués. Enfin, nous proposons une extension des approches précédentes au cas d’un squelette viscoélastique se déformant sous les effets de la pression capillaire et des tensions de surface. A partir des observations numériques réalisées, nous proposons un modèle pour décrire le fluage et le retrait du gel de C-S-H de manière unifiée / In pre-stressed concrete structures, creep and shrinkage tend to reduce the pre-stress forces which are initially produced so as to maintain concrete in a state minimizing traction forces and then cracks. Understanding and predicting these phenomena through models are thus highly important for the design and durability of civil engineering structures, such as containment buildings in nuclear power plants.The objective of this thesis is to develop a micromechanical modeling framework to describe shrinkage and creep in cementitious materials in a unified manner. For this purpose, the study focuses on the scale of the porous structure of the C-S-H gel where the intrinsic mechanisms of delayed strains are active. A computational homogenization approach is developed to model these phenomena in porous structures with arbitrary morphologies. An explicit description of the porous network and of the liquid phase of water during the drying/humidification process is taken into account. The mechanisms related to delayed strains in the solid phase are modeled by the microprestress-solidification theory (MPS). The simulations at the microscale are conductedbased on an original approach coupling the Lattice Boltzmann method (LBM) and the finite element method (FEM). The LBM is used to describe the distribution of capillary water in the porous structure, whereas the FEM serves as modeling the strain of the solid skeleton under the capillary water effets and a macroscopic load.The proposed method allows, by means of the simulations, to better understand the mechanisms related to the capillary effects in the porous structure. More specifically, taking into account realistic morphologies of microstructures and of the formed menisci lead to different regimes of shrinkage/swelling. Then, the effects of capillary pressure intensity, of surface tension and of morphologies of capillary surfaces on the elastic response of the solid skeleton are evaluated. Finally, the above approaches are extended to the case of a viscoelastic solid deformed under the action of the capillary water. From numerical observations, we propose a model is proposed to describe the creep and shrinkage of C-S-H gel in a unified way

Die Bildung und Beständigkeit von CSH-Phasen wurde in Abhängigkeit von Zeit, Ca/Si-Verhältnis, Temperatur, SiO2-Reaktivität, w/s-Verhältnis und NaCl-Sättigung der Lösung untersucht. Semikristalline CSH-Phasen bilden tobermoritähnliche Schichtstrukturen aus und weisen trotz ihrer Metastabilität hohe Beständigkeit bei 25 °C auf. Durch Erhöhung von Temperatur und w/s-Verhältnis wird deren Umwandlung zu kristallinen CSH-Phasen begünstigt, während NaCl-Sättigung der wässrigen Lösung die Kristallisation hemmt. Die Löslichkeit von CSH-Phasen ändert sich ebenfalls durch Variation von Temperatur und NaCl-Konzentration. Die NaCl-Sättigung führt in Folge der teilweisen Substitution von Ca2+ durch Na+ in den Festphasen zu einer deutlichen Erhöhung der Ca2+-Konzentrationen in Lösung. Mischphasenmodelle beschreiben dieses Verhalten in Berechnungen zumeist nicht hinreichend. Die Erweiterung der Datenbasis und Anpassungen der Modelle sind nötig. Mg2+-haltige Kontaktlösungen führen zur Auflösung von CSH- unter Bildung von MSH-Phasen.