Nuovi calcestruzzi geopolimerici: Mix design, caratterizzazione e fattibilita in cantiere

I cambiamenti climatici dovuti all’immissione in atmosfera dei gas serra costringono alla ricerca di possibili soluzioni per la loro riduzione. Una risposta potrebbe essere rappresentata dall’impiego di calcestruzzi geopolimerici in quanto riducono notevolmente l’emissione in atmosfera di anidride carbonica rispetto ai calcestruzzi tradizionali. In letteratura sono numerosi gli studi di calcestruzzi geopolimerici realizzati mediante trattamenti termici applicati dopo le operazioni di confezionamento. Pochissime sono invece le ricerche effettuate su calcestruzzi geopolimerici prodotti senza trattamenti termici; in questa tesi sperimentale si è voluto indagare quest’ultimo tipo di conglomerati. In particolare si è studiato il mix design del calcestruzzo geopolimerico partendo dalla formulazione del calcestruzzo tradizionale. Da subito si è posto il problema di quale agente riduttore di acqua utilizzare. Pertanto è stata predisposta una sperimentazione di diversi tipi di fluidificanti e superfluidificanti su campioni di malta geopolimerica. In seguito sono stati testati diversi conglomerati geopolimerici con propri mix design, derivati in parte da esempi in letteratura, al fine di conseguire un accettabile valore di resistenza meccanica a compressione. Nella prospettiva di un possibile utilizzo in cantiere è stata indagata con particolare attenzione, la lavorabilità delle malte e dei calcestruzzi geopolimerici attraverso prove di consistenza, ponendola in relazione alle malte e i calcestruzzi cementizi. Sono state inoltre analizzate le caratteristiche dei materiali prodotti allo stato indurito, quali densità, assorbimento di acqua, modulo elastico e resistenza meccanica. Infine, è stata analizzata la fattibilità di un possibile utilizzo in cantiere.

Mix design, mechanical properties and impact resistance of UHPFRCCs

The research work focused on the determination of guidelines for the production of an UHPFRCC, and the experimental investigation of the quality and the behaviour of this material in a highly demanding application, such as the impact resistance of structures. Specifically, the aim of this study is to present the results of an extended work on the development of an UHPFRCC and the experimental determination of the mechanical properties of the produced material. Furthermore, the paper will present preliminary experimental results on the impact resistance of Reinforced Concrete and UHPFRCC slab specimens. © 2012 Taylor & Francis Group.

Mix design process of polyester polymer mortars modified with recycled GFRP waste materials

In this study, the effect of incorporation of recycled glass fibre reinforced plastics (GFRP) waste materials, obtained by means of shredding and milling processes, on mechanical behaviour of polyester polymer mortars (PM) was assessed. For this purpose, different contents of GFRP recyclates, between 4% up to 12% in weight, were incorporated into polyester PM materials as sand aggregates and filler replacements. The effect of the addition of a silane coupling agent to resin binder was also evaluated. Applied waste material was proceeding from the shredding of the leftovers resultant from the cutting and assembly processes of GFRP pultrusion profiles. Currently, these leftovers as well as non-conform products and scrap resulting from pultrusion manufacturing process are landfilled, with additional costs to producers and suppliers. Hence, besides the evident environmental benefits, a viable and feasible solution for these wastes would also conduct to significant economic advantages. Design of experiments and data treatment were accomplish by means of full factorial design approach and analysis of variance ANOVA. Experimental results were promising toward the recyclability of GFRP waste materials as partial replacement of aggregates and reinforcement for PM materials, with significant improvements on mechanical properties of resultant mortars with regards to waste-free formulations.

Design of experiments applied to the mix design process of polymer mortar materials modified with GFRP recyclates

In this work, the effect of incorporation of recycled glass fibre reinforced plastics (GFRP) waste materials, obtained by means of shredding and milling processes, on mechanical behavior of polyester polymer mortar (PM) materials was assessed. For this purpose, different contents of GFRP recyclates (between 4% up to 12% in mass), were incorporated into polyester PM materials as sand aggregates and filler replacements. The effect of silane coupling agent addition to resin binder was also evaluated. Applied waste material was proceeding from the shredding of the leftovers resultant from the cutting and assembly processes of GFRP pultrusion profiles. Currently, these leftovers, jointly with unfinished products and scrap resulting from pultrusion manufacturing process, are landfilled, with supplementary added costs. Thus, besides the evident environmental benefits, a viable and feasible solution for these wastes would also conduct to significant economic advantages. Design of experiments and data treatment were accomplish by means of full factorial design approach and analysis of variance ANOVA. Experimental results were promising toward the recyclability of GFRP waste materials as aggregates and reinforcement for PM materials, with significant improvements on mechanical properties with regard to non-modified formulations.

The Superpave mix design manual for new construction and overlays /

"Contract A-001"--T.p. verso.

Concrete bridge deck overlays in Illinois : mix design experimentation and investigation of construction methods /

"IL-PRR-133"--Technical report documentation page.

Implementation package : emulsified asphalt-aggregate mixtures-mix design and design coefficients.

"April 1981."

Supercritical carbonation of calcareous composites:influence of mix design

This work combined compression moulding with subsequent super-critical carbonation treatment (100 bar, 60 °C, 24 h) to fabricate cement and/or lime based ceramic composites with various aggregates. Composites were examined using mechanical testing, XRD, He pycnometry and thin-section petrography. Composites with lime-only binders were significantly weaker than those with cement-lime binders regardless of the degree of carbonation. Flexural strengths in excess of >10 MPa were routinely achieved in large (>100 mm) specimens. Aggregate type (calcareous vs. siliceous) had a significant effect on the microstructure and properties of the composites. Calcareous aggregates appear to augment the strength enhancement effected during super-critical carbonation by encouraging preferential precipitation of calcite at the binder-aggregate interface.

Ottimizzazione di mix design di geopolimeri a base di metacaolino e studio dei relativi processi di formatura

Il seguente lavoro di tesi si pone come obiettivo di ottimizzare il mix design di materiali geopolimerici a base di metacaolino in modo da ottimizzare il procedimento di formatura tramite pressatura tipico delle piastrelle ceramiche. La parte iniziale del lavoro sperimentale è stata incentrata sullo studio dell’ottimizzazione delle formulazioni per ottenere impasti geopolimerici a base di metacaolino idonei per la pressatura e il colaggio; sono stati quindi preparate diverse formulazioni ottenute variando diversi parametri di processo, quali il contenuto totale di acqua dell’impasto e la concentrazione di quarzo utilizzato come filler inerte. Su tali mix è stato individuato il processo di formatura più idoneo dal punto di vista di temperatura di consolidamento, modalità e tempi di cottura ed è stato messo a punto il procedimento ottimale per la preparazione dei materiali, procedimento che è stato poi mantenuto per l’intero decorso dello studio. Nella produzione degli impasti si è deciso di eliminare sistematicamente quelle formulazioni che avevano prodotto materiali con peggiori prestazioni fisiche, come alcune formulazioni testate per il colaggio. Successivamente, dopo avere preparato i campioni, su di essi sono state eseguite le prove di assorbimento d’acqua e porosimetria ad intrusione di mercurio, per valutare le caratteristiche fisiche dei vari impasti prodotti, osservazioni al microscopio ottico e al microscopio a scansione elettronica, per analizzare i campioni selezionati dal punto di vista microstrutturale e morfologico e prove al microscopio riscaldante, per studiarne il comportamento alle alte temperature. I risultati ottenuti sono stati messi a confronto con quelli dei materiali ceramici tradizionali, per avere indicazioni sulla potenzialità dei prodotti a base geopolimerica come alternativa alla produzione di piastrelle ceramiche.

Validation of Gyratory Mix Design in Iowa, TR-667, 2016

The design number of gyrations (Ndesign) introduced by the Strategic Highway Research Program (SHRP) and used in the Superior Performing Asphalt Pavement (Superpave) mix design method has been commonly used in flexible pavement design throughout the US since 1996. Ndesign, also known as the compaction effort, is used to simulate field compaction during construction and has been reported to produce air voids that are unable to reach ultimate pavement density within the initial 2 to 3 years post-construction, potentially having an adverse impact on long-term performance. Other state transportation agencies have conducted studies validating the Ndesign for their specific regions, which resulted in modifications of the gyration effort for the various traffic levels. Validating this relationship for Iowa asphalt mix designs will lead to better correlations between mix design target voids, field voids, and performance. A comprehensive analysis of current Ndesign levels investigated the current levels with existing mixes and pavements and developed initial asphalt mix design recommendations that identify an optimum Ndesign through the use of performance data tests.

Connecting for innovation: Four universities collaboratively preparing pre-service teachers to teach in rural and remote Western Australia

In 2010 a group of teacher educators from four universities, experienced in rural and remote education, formed the Tertiary Educators Rural, Regional and Remote Network (TERRR Network). The collaborative goal was to improve the quality of graduates taking appointments beyond the metropolitan areas of Western Australia. The TERRR Network developed a research project to improve the capacity of universities to prepare teachers for employment in rural and remote locations. A range of outcomes emerged from the project, including: 1) the development of seven rural and remote-oriented curricula modules linked to the Australian Professional Standards for Teachers; 2) a cross-institutional field experience, and; 3) the development of a community of practice involving the Department of Education, universities and schools to address the logistical implications of placing pre-service students in rural and remote locations. This paper reports on the five phases of the project design, with a focus on learning in the field and concludes with reflections on the collaborative process used by the four universities in order to ensure that research evidence informs future policy and program development.

Optimal glycaemic control, pre-eclampsia and gestational hypertension in women with type 1 diabetes in the Diabetes and Pre-Eclampsia Intervention Trial

OBJECTIVE
To assess the relationship between glycemic control, pre-eclampsia, and gestational hypertension in women with type 1 diabetes.

RESEARCH DESIGN AND METHODS
Pregnancy outcome (pre-eclampsia or gestational hypertension) was assessed prospectively in 749 women from the randomized controlled Diabetes and Pre-eclampsia Intervention Trial (DAPIT). HbA1c (A1C) values were available up to 6 months before pregnancy (n = 542), at the first antenatal visit (median 9 weeks) (n = 721), at 26 weeks’ gestation (n = 592), and at 34 weeks’ gestation (n = 519) and were categorized as optimal (<6.1%: referent), good (6.1–6.9%), moderate (7.0–7.9%), and poor (=8.0%) glycemic control, respectively.

RESULTS
Pre-eclampsia and gestational hypertension developed in 17 and 11% of pregnancies, respectively. Women who developed pre-eclampsia had significantly higher A1C values before and during pregnancy compared with women who did not develop pre-eclampsia (P < 0.05, respectively). In early pregnancy, A1C =8.0% was associated with a significantly increased risk of pre-eclampsia (odds ratio 3.68 [95% CI 1.17–11.6]) compared with optimal control. At 26 weeks’ gestation, A1C values =6.1% (good: 2.09 [1.03–4.21]; moderate: 3.20 [1.47–7.00]; and poor: 3.81 [1.30–11.1]) and at 34 weeks’ gestation A1C values =7.0% (moderate: 3.27 [1.31–8.20] and poor: 8.01 [2.04–31.5]) significantly increased the risk of pre-eclampsia compared with optimal control. The adjusted odds ratios for pre-eclampsia for each 1% decrement in A1C before pregnancy, at the first antenatal visit, at 26 weeks’ gestation, and at 34 weeks’ gestation were 0.88 (0.75–1.03), 0.75 (0.64–0.88), 0.57 (0.42–0.78), and 0.47 (0.31–0.70), respectively. Glycemic control was not significantly associated with gestational hypertension.

CONCLUSIONS
Women who developed pre-eclampsia had significantly higher A1C values before and during pregnancy. These data suggest that optimal glycemic control both early and throughout pregnancy may reduce the risk of pre-eclampsia in women with type 1 diabetes.