Fine grained soils, in particular clays of high plasticity, are known to have very low values of hydraulic conductivity. This low permeability causes several problems related to vegetation growth and stormwater runoff. One way to improve the permeability of clay soils is by using coarse aggregates as a fill material. Recently, Expanded Shale has been widely applied as an amendment to improve drainage properties of clayey soils. However, limited effort has been made to quantify the effect of Expanded Shale on the hydraulic conductivity or on the volume change of fine grained soils. Specifically, the field and laboratory tests required to quantify the amounts of Expanded Shale to be mixed with clays to obtain desired hydraulic conductivity values have not been conducted. This paper presents the results of a series of laboratory fixed-wall permeameter tests conducted on naturally occurring clay deposits in the Austin area with different plasticity. The testing program comprised of clay samples with different quantities of Expanded Shale aggregates by volume, ranging between 0 and 50%, and compacted at two different compaction efforts (60% and 100% of the standard Proctor compaction effort). The laboratory test results indicate that the hydraulic conductivity of the three soils increases by at least an order of magnitude when the Expanded Shale is mixed in quantities between 25 to 30% by volume depending on the compaction effort. Expanded Shale amended samples also showed lower swelling potential with increasing amendment quantities. Moreover, when the clay with the higher plasticity was mixed with 25% Expanded Shale, the compression and recompression ratios decreased by 25% and 15% respectively. / text

Dans le domaine de l’isolation thermique du bâtiment, les évolutions réglementaires (RT2012)et normatives (NF BPE : Béton à Propriétés Thermiques, septembre 2016) incitent à évoluer vers des bétons isolants et structurels (BIS). La maîtrise de leur conductivité thermique est primordiale. Il est possible, en plus de faire appel à un squelette granulaire léger, de jouer sur la nature de la pâte en utilisant des inclusions qui apporteraient un pouvoir isolant supplémentaire : les cénosphères. Dans un contexte de facilité de mise en oeuvre, à ces propriétés est rajouté le critère auto plaçant des bétons. On parle alors de Bétons Isolants Structurels Autoplaçants (BISAP). La maitrise et la validation de ces nouvelles formules dans le respect d’une approche prescriptive a nécessité la caractérisation des matériaux à différentes échelles (de l’inclusion à l’échelle de l’ouvrage) en développant des approches expérimentales et numériques. Leur comportement à l’état frais et à l’état durci a été analysé. Les conductivités thermiques mesurées placent ces nouveaux bétons dans la catégorie Bétons Isolants Structurels au sens du nouveau référentiel. Le modèle numérique développé permet d’approcher correctement les valeurs expérimentales. D’autre part, la sensibilité des BISAP incorporant des cénosphères à plusieurs indicateurs de durabilité (porosité accessible à l’eau, perméabilité,carbonatation et retrait) a également été étudiée. L’influence des microsphères est plus ou moins notable en fonction du mécanisme abordé. / In the field of building thermal insulation, regulatory (RT2012) and standards (NF BPE: Béton à Propriétés Thermiques, September 2016) evolutions are encouraging the use of insulating structural concrete (BIS). The control of their thermal conductivity is essential. It is possible, in addition to using lightweight aggregates, to modify the composition of the cement paste by using hollow inclusions (fly ash cenospheres) to bring an additional thermal insulating potential. In a context of improved workability, to these properties is added the criterion of self-compacting concrete. The validation of these new formulas required the characterization of materials at different scales (from inclusion scale to building scale) by implementing experimental and numerical approaches. Their properties at fresh and hardened state were analyzed. The measured thermal conductivities place these new concretes in the Category of Structural Insulating Concrete in the sense of the new standard. The developed numerical model allowed approaching the experimental measurements correctly. The effect of cenospheres’ incorporation into cement paste on several durability indicators was also characterized.

Esta tese aborda a aplicação da tecnologia dos concretos leves de alto desempenho (CLAD) para a produção de elementos construtivos esbeltos pré-fabricados, tais como painéis estruturais e de vedação e peças para cobertura, apresentando um concreto com propriedades especiais em função da utilização conjunta de látex de estireno butadieno (SB), sílica ativa, superplastificante acelerador e agregados leves nacionais, denominado concreto leve de alto desempenho modificado com SB. Desenvolveu-se um amplo programa experimental para a análise dos concretos, tendo como objetivos o estudo dos processos de dosagem e produção, caracterização das propriedades dos concretos nos estados fresco e endurecido, análise da ductilidade de elementos construtivos esbeltos pré-fabricados submetidos à flexão, assim como a obtenção de informações microestruturais sobre a matriz de cimento e a zona de transição entre o agregado e a matriz de cimento. Os resultados do programa experimental demonstraram que os concretos leves de alto desempenho modificados com SB são extremamente adequados à produção de elementos pré-fabricados esbeltos, devido essencialmente à redução da massa específica e ao excelente desempenho das propriedades relacionadas à resistência mecânica e durabilidade. Nos estudos microestruturais, observou-se que a utilização de sílica ativa e de SB promoveram a diminuição da quantidade e do diâmetro dos poros capilares e da quantidade de hidróxido de cálcio (CH) na matriz de cimento, assim como reduziram a espessura da zona de transição agregado-matriz. Observou-se, também, que os concretos com agregados leves nacionais apresentaram valores da espessura da zona de transição agregado-matriz inferiores aos observados para os concretos com agregados tradicionais. / This dissertation deals with the application of the high performance lightweight aggregate concrete (HPLWAC) for the production of thin precast components, such as structural and insulation panels and elements for covering. A concrete with special properties was presented, once the use of styrene-butadiene latex (SBR), silica fume, accelerating superplastificizer and Brazilian lightweight aggregates, named SBR-modified high performance lightweight aggregate concrete. Our main goals in the experimental program were the study of concrete dosage and production, the characterization of concretes properties, the thin precast components analysis, as well as the microstructural study about both cement paste and the interfacial transition zone (ITZ) between aggregate and cement paste. The main results show that the SBR-modified HPLWAC are extremely appropriate to the production of thin precast components, due essentially to the density reduction and to the high performance of mechanical and durability properties. Besides this, it was viewed that the silica fume and SBR use promote the decrease of the amount and diameter of the capillary pores, as well as the amount of calcium hydroxide (CH) in the cement paste. Additionally, they reduce the thickness of the interfacial transition zone between aggregate and cement paste. It was also observed that the concretes with Brazilian lightweight aggregate presented lower values of the interfacial transition zone thickness than the ones observed for the concretes with traditional aggregates (basalt).

<p>To make bacterial-based self-healing concrete, alkaline-resistant bacterial spores, nutrient sources, and a calcium source are incorporated into a concrete matrix. Two ureolytic spore-forming bacteria, <i>Sporosarcina pasteurii</i>, <i>Lysinibacillus sphaericus</i>, and two non-ureolytic spore-forming bacteria, <i>Bacillus cohnii</i>, and <i>Bacillus pseudofirmus</i>, which have been used in previous studies as bacterial concrete healing agents, were compared in this study. The four bacteria were compared for their (1) sporulation rates on different sporulation agar plates, (2) growth in five liquid media, (3) survival rates in light weight aggregates (LWA) and in mortar samples, and (4) calcium carbonate precipitation rates from either calcium lactate or calcium nitrate. Sporulation was successfully induced after three-day incubation at 30°C on an appropriate sporulation medium. High sporulation rates of <i>B. cohnii</i>, and <i>B. pseudofirmus</i>(93% and 99% respectively) were found on alkaline R2A medium (AR2A). A sporulation rate (89%) of <i>S. pasteruii</i>was observed on tryptic soy agar supplemented with 2% urea (TSAU)<i>.</i>The highest sporulation rate (60%) of <i>L. sphaericus</i>was found on R2A medium supplemented with 2% urea (R2AU). In the growth study, tryptic soy broth supplemented with 2% urea (TSBU) was a positive control which supported rapid growth of all four bacteria. <i>Sporosarcina pasteurii </i>and <i>L. pasteurii</i>showed rapid growth rates in alkaline yeast extract broth (AYE) and yeast extract with 2% urea broth (YEU) respectively. In contrast, <i>B. cohnii</i>, and <i>B. pseudofirmus</i>grew poorly in all media except in the positive control. Viable counts of the four bacterial spores reduced (1.8–3.3 logs) during the first 24 h in mortar samples and then remained stable for next 27 days testing period. Among the four, <i>S. pasteurii</i>showed the smallest reduction of viable counts (1.8–2.5 logs) in mortar after one day of incubation. Both <i>S. pasteurii</i>and <i>L. sphaericus</i>showed high CaCO₃productions (>80%) after 24 h incubation at 30°C in YEU containing either calcium nitrate or calcium lactate. However, <i>B. pseudofirmus</i>and <i>B. cohnii </i>showed<i></i>low calcite recovery rates (<11%) in AYE containing either<i></i>calcium nitrate or calcium lactate under the same incubation condition. Overall, <i>S. pasteurii</i>was the best bacterial concrete healing agent of the four. This bacterium had (1) rapid growth rate in AYE, (2) about 90% sporulation rate within 3 days, (3) highest survival rates after 24 h in mortar samples and, (4) high CaCO₃precipitation rates, 82 or 98%, in broth containing calcium nitrate or calcium lactate respectively.</p><p>In addition, two different lightweight aggregates (LWA), expanded shale (ES) and expanded clay (EC), which were used as bacterial carriers and protective materials, were compared in this study. Each type of LWA was separated into three sizes (<0.85 mm, 0.85– 2.0 mm, and >2.0 mm) and immobilized with spores of <i>B. cohnii</i>or <i>B. pseudofirmus.</i>Viable counts recovered from EC and ES reduced <1.0 log after the immobilization process and remained stable during the 150 days testing period. Neither the type nor the particle sizes of the two LWA significantly affected the survival rates of the bacterial spores. This result showed that both EC and ES could be used as carriers for bacterial healing agents. It was also found that when the spores were immobilized with nutrients in LWA, their survival rates in mortar samples can be improved slightly (<1.0 log).</p><p><br></p>

Esta tese aborda a aplicação da tecnologia dos concretos leves de alto desempenho (CLAD) para a produção de elementos construtivos esbeltos pré-fabricados, tais como painéis estruturais e de vedação e peças para cobertura, apresentando um concreto com propriedades especiais em função da utilização conjunta de látex de estireno butadieno (SB), sílica ativa, superplastificante acelerador e agregados leves nacionais, denominado concreto leve de alto desempenho modificado com SB. Desenvolveu-se um amplo programa experimental para a análise dos concretos, tendo como objetivos o estudo dos processos de dosagem e produção, caracterização das propriedades dos concretos nos estados fresco e endurecido, análise da ductilidade de elementos construtivos esbeltos pré-fabricados submetidos à flexão, assim como a obtenção de informações microestruturais sobre a matriz de cimento e a zona de transição entre o agregado e a matriz de cimento. Os resultados do programa experimental demonstraram que os concretos leves de alto desempenho modificados com SB são extremamente adequados à produção de elementos pré-fabricados esbeltos, devido essencialmente à redução da massa específica e ao excelente desempenho das propriedades relacionadas à resistência mecânica e durabilidade. Nos estudos microestruturais, observou-se que a utilização de sílica ativa e de SB promoveram a diminuição da quantidade e do diâmetro dos poros capilares e da quantidade de hidróxido de cálcio (CH) na matriz de cimento, assim como reduziram a espessura da zona de transição agregado-matriz. Observou-se, também, que os concretos com agregados leves nacionais apresentaram valores da espessura da zona de transição agregado-matriz inferiores aos observados para os concretos com agregados tradicionais. / This dissertation deals with the application of the high performance lightweight aggregate concrete (HPLWAC) for the production of thin precast components, such as structural and insulation panels and elements for covering. A concrete with special properties was presented, once the use of styrene-butadiene latex (SBR), silica fume, accelerating superplastificizer and Brazilian lightweight aggregates, named SBR-modified high performance lightweight aggregate concrete. Our main goals in the experimental program were the study of concrete dosage and production, the characterization of concretes properties, the thin precast components analysis, as well as the microstructural study about both cement paste and the interfacial transition zone (ITZ) between aggregate and cement paste. The main results show that the SBR-modified HPLWAC are extremely appropriate to the production of thin precast components, due essentially to the density reduction and to the high performance of mechanical and durability properties. Besides this, it was viewed that the silica fume and SBR use promote the decrease of the amount and diameter of the capillary pores, as well as the amount of calcium hydroxide (CH) in the cement paste. Additionally, they reduce the thickness of the interfacial transition zone between aggregate and cement paste. It was also observed that the concretes with Brazilian lightweight aggregate presented lower values of the interfacial transition zone thickness than the ones observed for the concretes with traditional aggregates (basalt).

DIPLOMA THESIS IN THEIR THEORETICAL PART ARE FOCUSE , USE LIGHTWEIGHT AGGREGATES FOR THE PRODUCE OF VERY LIGHTWEIGHT CONCRETE, FOCUSES PRIMARILY ON FOAM GLASS AGGREGATES. THERE ARE ALSO MENTIONED OTHERS LIGHTWEIGHT AGREGATES, WHICH WE ARE USE FOR PRODUCE O VERY LIGHTWEIGHT CONCRETE. THEN THERE ARE RISKS UNITED WITH VERY LIGHTWEIGHT CONCRETE. IN THE PRACTICAL PART IS THE PROPERTY ANALLYSIS OF FOAM GLASS AGGREGATES, DESIGN RECIPE VERY LIGHTWEIGHT CONCRETE AND MONITORED MECHANICAL A THERMAL PROPERTIES OF THESE CONCRETE.

This thesis is focused on development of a new type of lightweight self-levelling floor screed. The aim of this thesis is to develop lightweight screed with self-levelling function, which could be stored in a dry mixture in bags or silos, designed for use with only addition of water.

Στην παρούσα διατριβή ερευνήθηκε η αξιοποίηση μεταλλευτικών, βιομηχανικών παραπροϊόντων, των στερεών Υπολειμμάτων Βορίου (ΥΒ), που δημιουργούνται σε διάφορα στάδια κατά την παραγωγική διαδικασία προϊόντων βορίου. Τα εν λόγω παραπροϊόντα, που κατηγοριοποιούνται σε πέντε ποιότητες, SBW, DBW, SSBW, TBW και MBW, χρησιμοποιήθηκαν ως πρόσθετο Α’ υλών για την παραγωγή τούβλων και κεραμιδιών, και ως Α΄ ύλη για την παρασκευή τεχνητών ελαφροαδρανών. Πραγματοποιήθηκε φυσικοχημικός χαρακτηρισμός και θερμική ανάλυση όλων των ΥΒ. Στη συνέχεια μελετήθηκε η επίδραση προσθήκης διαφορετικών συγκεντρώσεων ΥΒ (SBW και SSBW) σε αργιλούχες Α΄ ύλες. Έγινε μια πρώτη προσέγγιση παρασκευής και ελέγχου κεραμικών δοκιμίων με τη μέθοδο της ξηρής ανάμιξης και αξονικής συμπίεσης, προκειμένου να περιοριστεί το φαινόμενο διάχυσης υδατοδιαλυτών ενώσεων βορίου που περιέχονται στα ΥΒ. Η προσθήκη 5%κβ SSBW και θερμοκρασία όπτησης 900-950°C οδήγησε σε κεραμικά με παραπλήσιες ή ακόμα και βελτιωμένες ιδιότητες (αυξημένες μηχανικές αντοχές) συγκριτικά με τα κεραμικά αναφοράς. Επιπλέον εξετάστηκε η παραγωγή δειγμάτων με ΥΒ (SBW) και διάλυμα εμπορίου με βορικό (Evansite®) ακολουθώντας διαδικασία παραπλήσια της βιομηχανικής πρακτικής. Στους 1000°C, παρατηρήθηκε μείωση της απορρόφησης νερού και αύξηση της αντοχής σε κάμψη για τα δείγματα με βορικά, σε σύγκριση με τα δείγματα αναφοράς. Η προσθήκη βορικών ευνόησε τη δημιουργία νέων κρυσταλλικών κατά την όπτηση. Δεδομένης της χημικής και ορυκτολογικής σύνθεσης των ΥΒ (πλούσια σε συλλιπάσματα και υψηλές απώλειες πύρωσης), πραγματοποιήθηκε επιπρόσθετα μελέτη των φυσικοχημικών μηχανισμών θερμικής διάσπασής τους. Σε θερμαινόμενη τράπεζα παρατηρήθηκε η ικανότητα διόγκωσης και ανάπτυξης ρευστής φάσης των ΥΒ, καθώς και μιγμάτων αυτών με άλλα υλικά, με σκοπό την εργαστηριακή παραγωγή ελαφροαδρανών. Βάσει των αποτελεσμάτων προτάθηκε ένα μίγμα αποτελούμενο από 70%κβ ΥΒ, 20%κβ αργιλούχο μίγμα και 10%κβ χαλαζιακή άμμο, για τη μορφοποίηση ξηρών σφαιριδίων. Απότομη θέρμανσή τους στους 760°C οδήγησε σε πορώδη υαλοποιημένα αδρανή με φαινόμενη πυκνότητα <1g/cm3. Το ενεργειακό κόστος παραγωγής των συγκεκριμένων αδρανών είναι χαμηλότερο, καθώς παρατηρήθηκε μείωση στη θερμοκρασία σε σχέση με άλλα τεχνητά ελαφροαδρανή, που παρασκευάζονται στους 1100°C. Για την αντιμετώπιση της διάχυσης ενώσεων βορίου προς την επιφάνεια των ξηρών σφαιριδίων, που οδήγησε σε προβλήματα κατά την πειραματική διαδικασία και σε υποβάθμιση της ποιότητας των τελικών προϊόντων, εξετάστηκε η προσθήκη φρουκτόζης ως παρεμποδιστή στο μίγμα Α’ υλών, με στόχο την βελτιστοποίηση της διαδικασίας παραγωγής ελαφροαδρανών από ΥΒ. Προσθήκη έστω και 0.5%κβ φρουκτόζης οδήγησε σε ικανοποιητικό έλεγχο, ενώ οι φυσικές ιδιότητες των παραχθέντων αδρανών τα κατατάσσουν στην κατηγορία των ελαφροαδρανών, σύμφωνα με το πρότυπο ASTM 330-97. Τα αποτελέσματα οδήγησαν στην κατανόηση βασικών φαινομένων θερμικής διάσπασης και στην ανάπτυξη μιας βέλτιστης διεργασίας παραγωγής τεχνητών ελαφροαδρανών χρησιμοποιώντας ΥΒ ως εναλλακτικές Α’ ύλες, με προφανές ενεργειακό και περιβαλλοντικό όφελος. / In the present thesis, the valorisation of mining and industrial by-products, the solid boron-containing Wastes (ΒW), which are created at various stages during the production process of concentrated and refined boron products, were investigated. The by-products under consideration, existing in five types SBW, DBW, SSBW, TBW and MBW, were used as additives and raw materials in clay mixes for the production of heavy clay ceramics (bricks, tiles and artificial lightweight aggregates). The BW were characterised in means of chemical and mineralogical composition and studied for their thermal behaviour. In addition, clay mixes with different amounts of BW (SBW and SSBW) were studied. A first approach was made on the formation of ceramic samples by dry pressing in order to minimize the borate migration towards the surface. The physical and mechanical properties, as well as the microstructure of the final products were studied. For 5 wt% SSBW addition and firing at 900-950°C, the sintered bodies presented comparable or improved physical and mechanical properties with respect to the reference formulation. Moreover, SBW or a commercial available borate solution (Evansite®) were introduced in a clay-based mix aiming to investigate their behaviour during a processing cycle comparable with that followed in the heavy clay industry. For firing at 1000°C, water absorption was reduced and bending strength increased for the samples with borates, compared to the reference samples. The addition of borates resulted in the formation of new crystalline phases during firing at high temperatures. BW consist of important fluxing oxides as well as of gas producing minerals during firing. Tests were performed on the bloating behavior of BW and mixes of them with other materials, by means of heating microscopy, aiming at the laboratorial production of lightweight aggregates (LWA). A new mix was proposed, according to the obtained results, consisting of 70wt% BW, 20wt% clay mixture and 10wt% quartz sand, for the formation of pellets. Abrupt heating of the dry pellets at 760°C, for 5min, resulted in porous LWA with bulk density <1g/cm3. The process was less energy demanding as the temperature was reduced compared to the one of the synthetic aggregates produced, where the firing temperature is 1100°C. During drying a white layer of boron salts was formed on the surface of the green pellets, which result on firing of a glassy layer causing alterations of their surface and experimental difficulties. In order to address this problem, fructose was added in the raw mix as a migration inhibitor. Addition of even 0.5wt% fructose inhibited the salt formation and a glassy impervious layer was formed after firing. The physical properties of the final samples meet the requirements of LWA according to the standard ASTM 330-97. The results of this thesis, led to the development of an optimised process for the production of artificial LWA with BW, as an alternative raw material.

This diploma thesis describes research and following development of lightweight cement mortars with alternative raw materials. Attention was focused on study of the effects of extreme influences such as high temperature (up to 1200 °C), freeze-thaw and agressive sulfur dioxide. Verification of durability of developed mortars was realized using physical and mechanical tests (density and strength), physical and chemical methods (computed tomography) and scanning electron microscopy. Assessment of durability was realized in a longer period of time (90 days).