Performance evaluation of low environmental impact asphalt concretes using the mechanistic empirical design method based on laboratory fatigue and permanent deformation models

The "sustainability" concept relates to the prolonging of human economic systems with as little detrimental impact on ecological systems as possible. Construction that exhibits good environmental stewardship and practices that conserve resources in a manner that allow growth and development to be sustained for the long-term without degrading the environment are indispensable in a developed society. Past, current and future advancements in asphalt as an environmentally sustainable paving material are especially important because the quantities of asphalt used annually in Europe as well as in the U.S. are large. The asphalt industry is still developing technological improvements that will reduce the environmental impact without affecting the final mechanical performance. Warm mix asphalt (WMA) is a type of asphalt mix requiring lower production temperatures compared to hot mix asphalt (HMA), while aiming to maintain the desired post construction properties of traditional HMA. Lowering the production temperature reduce the fuel usage and the production of emissions therefore and that improve conditions for workers and supports the sustainable development. Even the crumb-rubber modifier (CRM), with shredded automobile tires and used in the United States since the mid 1980s, has proven to be an environmentally friendly alternative to conventional asphalt pavement. Furthermore, the use of waste tires is not only relevant in an environmental aspect but also for the engineering properties of asphalt [Pennisi E., 1992]. This research project is aimed to demonstrate the dual value of these Asphalt Mixes in regards to the environmental and mechanical performance and to suggest a low environmental impact design procedure. In fact, the use of eco-friendly materials is the first phase towards an eco-compatible design but it cannot be the only step. The eco-compatible approach should be extended also to the design method and material characterization because only with these phases is it possible to exploit the maximum potential properties of the used materials. Appropriate asphalt concrete characterization is essential and vital for realistic performance prediction of asphalt concrete pavements. Volumetric (Mix design) and mechanical (Permanent deformation and Fatigue performance) properties are important factors to consider. Moreover, an advanced and efficient design method is necessary in order to correctly use the material. A design method such as a Mechanistic-Empirical approach, consisting of a structural model capable of predicting the state of stresses and strains within the pavement structure under the different traffic and environmental conditions, was the application of choice. In particular this study focus on the CalME and its Incremental-Recursive (I-R) procedure, based on damage models for fatigue and permanent shear strain related to the surface cracking and to the rutting respectively. It works in increments of time and, using the output from one increment, recursively, as input to the next increment, predicts the pavement conditions in terms of layer moduli, fatigue cracking, rutting and roughness. This software procedure was adopted in order to verify the mechanical properties of the study mixes and the reciprocal relationship between surface layer and pavement structure in terms of fatigue and permanent deformation with defined traffic and environmental conditions. The asphalt mixes studied were used in a pavement structure as surface layer of 60 mm thickness. The performance of the pavement was compared to the performance of the same pavement structure where different kinds of asphalt concrete were used as surface layer. In comparison to a conventional asphalt concrete, three eco-friendly materials, two warm mix asphalt and a rubberized asphalt concrete, were analyzed. The First Two Chapters summarize the necessary steps aimed to satisfy the sustainable pavement design procedure. In Chapter I the problem of asphalt pavement eco-compatible design was introduced. The low environmental impact materials such as the Warm Mix Asphalt and the Rubberized Asphalt Concrete were described in detail. In addition the value of a rational asphalt pavement design method was discussed. Chapter II underlines the importance of a deep laboratory characterization based on appropriate materials selection and performance evaluation. In Chapter III, CalME is introduced trough a specific explanation of the different equipped design approaches and specifically explaining the I-R procedure. In Chapter IV, the experimental program is presented with a explanation of test laboratory devices adopted. The Fatigue and Rutting performances of the study mixes are shown respectively in Chapter V and VI. Through these laboratory test data the CalME I-R models parameters for Master Curve, fatigue damage and permanent shear strain were evaluated. Lastly, in Chapter VII, the results of the asphalt pavement structures simulations with different surface layers were reported. For each pavement structure, the total surface cracking, the total rutting, the fatigue damage and the rutting depth in each bound layer were analyzed.

Pediatric Antiphospholipid Syndrome: Clinical and Immunologic Features of 121 Patients in an International Registry

OBJECTIVES. The purpose of this study was to obtain data on the association of antiphospholipid antibodies with clinical manifestations in childhood and to enable future studies to determine the impact of treatment and long-term outcome of pediatric antiphospholipid syndrome. PATIENTS AND METHODS. A European registry extended internationally of pediatric patients with antiphospholipid syndrome was established as a collaborative project of the European Antiphospholipid Antibodies Forum and Lupus Working Group of the Pediatric Rheumatology European Society. To be eligible for enrollment the patient must meet the preliminary criteria for the classification of pediatric antiphospholipid syndrome and the onset of antiphospholipid syndrome must have occurred before the patient`s 18th birthday. RESULTS. As of December 1, 2007, there were 121 confirmed antiphospholipid syndrome cases registered from 14 countries. Fifty-six patients were male, and 65 were female, with a mean age at the onset of antiphospholipid syndrome of 10.7 years. Sixty (49.5%) patients had underlying autoimmune disease. Venous thrombosis occurred in 72 (60%), arterial thrombosis in 39 (32%), small-vessel thrombosis in 7 (6%), and mixed arterial and venous thrombosis in 3 (2%). Associated nonthrombotic clinical manifestations included hematologic manifestations (38%), skin disorders (18%), and nonthrombotic neurologic manifestations (16%). Laboratory investigations revealed positive anticardiolipin antibodies in 81% of the patients, anti-beta(2)-glycoprotein I antibodies in 67%, and lupus anticoagulant in 72%. Comparisons between different subgroups revealed that patients with primary antiphospholipid syndrome were younger and had a higher frequency of arterial thrombotic events, whereas patients with antiphospholipid syndrome associated with underlying autoimmune disease were older and had a higher frequency of venous thrombotic events associated with hematologic and skin manifestations. CONCLUSIONS. Clinical and laboratory characterization of patients with pediatric antiphospholipid syndrome implies some important differences between antiphospholipid syndrome in pediatric and adult populations. Comparisons between children with primary antiphospholipid syndrome and antiphospholipid syndrome associated with autoimmune disease have revealed certain differences that suggest 2 distinct subgroups. Pediatrics 2008; 122: e1100-e1107

Caracterização laboratorial de misturas betuminosas com incorporação de agregado siderúrgico inerte para construção (ASIC)

Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização de Vias de Comunicação e Transportes

Caracterização física e química de fíleres para fabrico de misturas betuminosas

Mestrado em Engenharia Geotécnica e Geoambiente

New natural hydraulic lime mortars – Physical and microstructural properties in different curing conditions

Construction and Building Materials 54 (2014) 378–384

Caracterização molecular e laboratorial da talassemia beta e da interação hemoglobina s/talassemia beta

Beta thalassemia arises as a consequence of the reduction (β+, β++, βsilent) or absence (β0) of beta globin chain synthesis and results from a number of mechanisms that lead to genetic defects. The inheritance of beta thalassemia is characterized by the existence of heterozygous individuals, compound heterozygotes, homozygotes and those with coinheritance of beta thalassemia allele and other thalassemias and/or hemoglobin variants. The aim of this study was to perform molecular and laboratory characterization of beta thalassemia in heterozygous and homozygous individuals and in those with coinheritance of S beta thalassemia. A total of 48 individuals were included (35 heterozygotes, 4 homozygotes and 9 S beta thalessemia carriers) referred to the Integrated Laboratory of Clinical Analyses of the Federal University of Rio Grande do Norte (UFRN) and the Hematology Ambulatory Facility of the Dalton Barbosa Cunha Hemocenter (Hemonorte Natal, Brazil). Peripheral blood samples form each patient underwent the following laboratory examinations: erythrogram, hemoglobin electrophoresis at alkaline pH, measurements of Hb A2, Fetal Hb and serum ferritin. DNA was extracted using the illustra blood genomicPrep Mini Spin Kit and molecular characterization was performed by the PCR/RFLP technique, which involves digestion with specific restriction enzymes for IVS-1 nt 1 (G®A), IVS-1 nt 6 (T®C) and codon 39 (CAG®TAG) mutations. Of the 35 heterozygotes, 37.1% showed IVS-1 nt 6 mutation, 42.9% IVS-1 nt 1 and 20% were carriers of other mutations not identified by the technique used. The four homozygous patients presented with the IVS-1 nt 6 mutation, while 66.7% of the individuals with S beta thalassemia had the IVS-1 nt 1 mutation. Codon 39 was not detected in any of the patients investigated. Of the thallasemic alleles found, 40.4% were IVS- 1 nt 1, 40.4% IVS-1 nt 6 and 19.2% were not identified. Laboratory data showed that the heterozygotes exhibited microcytosis and hypochromia, evidenced by MCV ranging from 57 to 75fL and MCH from 15.9 to 23.6 pg. Hemoglobin A2 varied between 3.7 and 7.2%. The homogygotes also showed reduced MCV and MCH and elevated HbA2.. Comparison of laboratory data between heterozygous individuals with IVS-1 nt 1 and IVS-1 nt 6 mutations showed that heterozygotes for the IVS1-1 mutation had significantly lower mean MCV and MCH (p = 0.023 and 0.007, respectively) and significantly higher hemoglobin A2 (p < 0.001) when compared to heterozygotes for the IVS-1 nt 6 mutation. PCR/RFLP was useful in identifying the presence or absence of IVS-1 nt 6, IVS-1 nt 1 and codon 39 mutations in most of the patients investigated here. This is the first study conducted in the state of Rio Grande do Norte, Brazil aimed at identifying beta thalassemia mutations and represents an important contribution to the knowledge regarding the molecular profile of beta thalassemia in our country

Pediatric Antiphospholipid Syndrome: Clinical and Immunologic Features of 121 Patients in an International Registry

OBJECTIVES. The purpose of this study was to obtain data on the association of antiphospholipid antibodies with clinical manifestations in childhood and to enable future studies to determine the impact of treatment and long-term outcome of pediatric antiphospholipid syndrome.PATIENTS and METHODS. A European registry extended internationally of pediatric patients with antiphospholipid syndrome was established as a collaborative project of the European Antiphospholipid Antibodies Forum and Lupus Working Group of the Pediatric Rheumatology European Society. To be eligible for enrollment the patient must meet the preliminary criteria for the classification of pediatric antiphospholipid syndrome and the onset of antiphospholipid syndrome must have occurred before the patient's 18th birthday.RESULTS. As of December 1, 2007, there were 121 confirmed antiphospholipid syndrome cases registered from 14 countries. Fifty-six patients were male, and 65 were female, with a mean age at the onset of antiphospholipid syndrome of 10.7 years. Sixty (49.5%) patients had underlying autoimmune disease. Venous thrombosis occurred in 72 (60%), arterial thrombosis in 39 (32%), small-vessel thrombosis in 7 (6%), and mixed arterial and venous thrombosis in 3 (2%). Associated nonthrombotic clinical manifestations included hematologic manifestations (38%), skin disorders (18%), and nonthrombotic neurologic manifestations (16%). Laboratory investigations revealed positive anticardiolipin antibodies in 81% of the patients, anti-beta(2)-glycoprotein I antibodies in 67%, and lupus anticoagulant in 72%. Comparisons between different subgroups revealed that patients with primary antiphospholipid syndrome were younger and had a higher frequency of arterial thrombotic events, whereas patients with antiphospholipid syndrome associated with underlying autoimmune disease were older and had a higher frequency of venous thrombotic events associated with hematologic and skin manifestations.CONCLUSIONS. Clinical and laboratory characterization of patients with pediatric antiphospholipid syndrome implies some important differences between antiphospholipid syndrome in pediatric and adult populations. Comparisons between children with primary antiphospholipid syndrome and antiphospholipid syndrome associated with autoimmune disease have revealed certain differences that suggest 2 distinct subgroups. Pediatrics 2008; 122: e1100-e1107

Performance evaluation of asphalt pavements using the Incremental-Recursive procedure of the Mechanistic-Empirical design software CalME

Il concetto di “sostenibilità” si riferisce allo sviluppo dei sistemi umani attraverso il più piccolo impatto possibile sul sistema ambientale. Le opere che si inseriscono bene nel contesto ambientale circostante e le pratiche che rispettano le risorse in maniera tale da permettere una crescita e uno sviluppo a lungo termine senza impattare sull’ambiente sono indispensabili in una società moderna. I progressi passati, presenti e futuri che hanno reso i conglomerati bituminosi materiali sostenibili dal punto di vista ambientale sono particolarmente importanti data la grande quantità di conglomerato usato annualmente in Europa e negli Stati Uniti. I produttori di bitume e di conglomerato bituminoso stanno sviluppando tecniche innovative per ridurre l’impatto ambientale senza compromettere le prestazioni meccaniche finali. Un conglomerato bituminoso ad “alta lavorabilità” (WMA), pur sviluppando le stesse caratteristiche meccaniche, richiede un temperatura di produzione minore rispetto a quella di un tradizionale conglomerato bituminoso a caldo (HMA). L’abbassamento della temperature di produzione riduce le emissioni nocive. Questo migliora le condizioni dei lavoratori ed è orientato verso uno sviluppo sostenibile. L’obbiettivo principale di questa tesi di laurea è quello di dimostrare il duplice valore sia dal punto di vista dell’eco-compatibilità sia dal punto di vista meccanico di questi conglomerati bituminosi ad “alta lavorabilità”. In particolare in questa tesi di laurea è stato studiato uno SMA ad “alta lavorabilità” (PGGWMA). L’uso di materiali a basso impatto ambientale è la prima fase verso un progetto ecocompatibile ma non può che essere il punto di partenza. L’approccio ecocompatibile deve essere esteso anche ai metodi di progetto e alla caratterizzazione di laboratorio dei materiali perché solo in questo modo è possibile ricavare le massime potenzialità dai materiali usati. Un’appropriata caratterizzazione del conglomerato bituminoso è fondamentale e necessaria per una realistica previsione delle performance di una pavimentazione stradale. La caratterizzazione volumetrica (Mix Design) e meccanica (Deformazioni Permanenti e Comportamento a fatica) di un conglomerato bituminoso è una fase importante. Inoltre, al fine di utilizzare correttamente i materiali, un metodo di progetto avanzato ed efficiente, come quello rappresentato da un approccio Empirico-Meccanicistico (ME), deve essere utilizzato. Una procedura di progetto Empirico-Meccanicistica consiste di un modello strutturale capace di prevedere gli stati di tensione e deformazione all’interno della pavimentazione sotto l’azione del traffico e in funzione delle condizioni atmosferiche e di modelli empirici, calibrati sul comportamento dei materiali, che collegano la risposta strutturale alle performance della pavimentazione. Nel 1996 in California, per poter effettivamente sfruttare i benefici dei continui progressi nel campo delle pavimentazioni stradali, fu iniziato un estensivo progetto di ricerca mirato allo sviluppo dei metodi di progetto Empirico - Meccanicistici per le pavimentazioni stradali. Il risultato finale fu la prima versione del software CalME che fornisce all’utente tre approcci diversi di l’analisi e progetto: un approccio Empirico, uno Empirico - Meccanicistico classico e un approccio Empirico - Meccanicistico Incrementale - Ricorsivo. Questo tesi di laurea si concentra sulla procedura Incrementale - Ricorsiva del software CalME, basata su modelli di danno per quanto riguarda la fatica e l’accumulo di deformazioni di taglio dai quali dipendono rispettivamente la fessurazione superficiale e le deformazioni permanenti nella pavimentazione. Tale procedura funziona per incrementi temporali successivi e, usando i risultati di ogni incremento temporale, ricorsivamente, come input dell’incremento temporale successivo, prevede le condizioni di una pavimentazione stradale per quanto riguarda il modulo complesso dei diversi strati, le fessurazioni superficiali dovute alla fatica, le deformazioni permanenti e la rugosità superficiale. Al fine di verificare le propreità meccaniche del PGGWMA e le reciproche relazioni in termini di danno a fatica e deformazioni permanenti tra strato superficiale e struttura della pavimentazione per fissate condizioni ambientali e di traffico, è stata usata la procedura Incrementale – Ricorsiva del software CalME. Il conglomerato bituminoso studiato (PGGWMA) è stato usato in una pavimentazione stradale come strato superficiale di 60 mm di spessore. Le performance della pavimentazione sono state confrontate a quelle della stessa pavimentazione in cui altri tipi di conglomerato bituminoso sono stati usati come strato superficiale. I tre tipi di conglomerato bituminoso usati come termini di paragone sono stati: un conglomerato bituminoso ad “alta lavorabilità” con granulometria “chiusa” non modificato (DGWMA), un conglomerato bituminoso modificato con polverino di gomma con granulometria “aperta” (GGRAC) e un conglomerato bituminoso non modificato con granulometria “chiusa” (DGAC). Nel Capitolo I è stato introdotto il problema del progetto ecocompatibile delle pavimentazioni stradali. I materiali a basso impatto ambientale come i conglomerati bituminosi ad “alta lavorabilità” e i conglomerati bituminosi modificati con polverino di gomma sono stati descritti in dettaglio. Inoltre è stata discussa l’importanza della caratterizzazione di laboratorio dei materiali e il valore di un metodo razionale di progetto delle pavimentazioni stradali. Nel Capitolo II sono stati descritti i diversi approcci progettuali utilizzabili con il CalME e in particolare è stata spiegata la procedura Incrementale – Ricorsiva. Nel Capitolo III sono state studiate le proprietà volumetriche e meccaniche del PGGWMA. Test di Fatica e di Deformazioni Permanenti, eseguiti rispettivamente con la macchina a fatica per flessione su quattro punti e il Simple Shear Test device (macchina di taglio semplice), sono stati effettuati su provini di conglomerato bituminoso e i risultati dei test sono stati riassunti. Attraverso questi dati di laboratorio, i parametri dei modelli della Master Curve, del danno a fatica e dell’accumulo di deformazioni di taglio usati nella procedura Incrementale – Ricorsiva del CalME sono stati valutati. Infine, nel Capitolo IV, sono stati presentati i risultati delle simulazioni di pavimentazioni stradali con diversi strati superficiali. Per ogni pavimentazione sono stati analizzati la fessurazione superficiale complessiva, le deformazioni permanenti complessive, il danno a fatica e la profondità delle deformazioni in ognuno degli stati legati.

Caratterizzazione avanzata in laboratorio di materie prime secondarie rigenerate o stabilizzate con emulsione di bitume e leganti cementizi

Il recupero dei materiali di scarto è un aspetto di grande attualità in campo stradale, così come negli altri ambiti dell’ingegneria civile. L’attenzione della ricerca e degli esperti del settore è rivolta all’affinamento di tecniche di riciclaggio che riducano l’impatto ambientale senza compromettere le prestazioni meccaniche finali. Tali indagini cercano di far corrispondere le necessità di smaltimento dei rifiuti con quelle dell’industria infrastrutturale, legate al reperimento di materiali da costruzione tecnicamente idonei ed economicamente vantaggiosi. Attualmente sono già diversi i tipi di prodotti rigenerati e riutilizzati nella realizzazione delle pavimentazioni stradali e numerosi sono anche quelli di nuova introduzione in fase di sperimentazione. In particolare, accanto ai materiali derivanti dalle operazioni di recupero della rete viaria, è opportuno considerare anche quelli provenienti dall’esercizio delle attività di trasporto, il quale comporta ogni anno il raggiungimento della fine della vita utile per centinaia di migliaia di tonnellate di pneumatici di gomma. L’obiettivo della presente analisi sperimentale è quello di fornire indicazioni e informazioni in merito alla tecnica di riciclaggio a freddo con emulsione bituminosa e cemento, valutando la possibilità di applicazione di tale metodologia in combinazione con il polverino di gomma, ottenuto dal recupero degli pneumatici fuori uso (PFU). La ricerca si distingue per una duplice valenza: la prima è quella di promuovere ulteriormente la tecnica di riciclaggio a freddo, che si sta imponendo per i suoi numerosi vantaggi economici ed ambientali, legati soprattutto alla temperatura d’esercizio; la seconda è quella di sperimentare l’utilizzo del polverino di gomma, nelle due forme di granulazione tradizionale e criogenica, additivato a miscele costituite interamente da materiale proveniente da scarifica di pavimentazioni esistenti e stabilizzate con diverse percentuali di emulsione di bitume e di legante cementizio.

Sistema portátil de medida de dispositivos sometidos a ensayos en campo

El proyecto fin de carrera “Sistema Portátil de Medida de Dispositivos Sometidos a Ensayos en Campo” es un proyecto acometido para el desarrollo y evaluación de un sistema de medición portátil y confiable, que permita la realización de mediciones de curvas I-V en campo, en condiciones reales de funcionamiento. Dado que la finalidad de este proyecto fin de carrera es la obtención de un sistema para la realización de mediciones en campo, en la implementación del proyecto se tendrán como requisitos principales de diseño el tamaño, la fuente de alimentación, el peso del sistema, además de la fiabilidad y una relativa precisión en la realización de mediciones. Durante la realización de este proyecto y dados los requerimientos anteriores de portabilidad y fiabilidad, se ha buscado ofrecer una solución de compromiso diseñando un equipamiento que sea realizable, que cumpla con los objetivos anteriores con un coste que no sea elevado y con la característica de que disponga de una facilidad de manejo que permita a cualquier usuario la utilización del mismo. El sistema final diseñado está basado en el dispositivo de adquisición de datos MyDAQ de National Instruments que permite la realización de múltiples tipos de mediciones. En base a este dispositivo de adquisición de datos, se ha diseñado un sistema de medición con una arquitectura que se implementa a través de un ordenador portátil, con un software de medición instalado que recopila e interpreta los datos, y que alimenta y controla al dispositivo a través del puerto USB. El sistema también implementa una carga variable que permite la medición de la curva I-V en iluminación de células o mini-paneles fotovoltaicos. Este diseño permite que para la realización de las mediciones de las curvas I-V en iluminación en campo sólo se requiera conectar el dispositivo de adquisición a un PC portátil con batería y a la carga variable. Aunque este diseño es específico para la medición de células solares se ha implementado de forma que pueda extrapolarse fácilmente a otro tipo de medición de tensión y corriente. Para la comprobación de la precisión del sistema portátil de medidas, durante el proyecto se ha procedido a la comparación de los resultados obtenidos del sistema diseñado con un equipo de caracterización en laboratorio. Dicho sistema de alta exactitud permite cuantificar la degradación real de la célula y establecer una comparación de mediciones con el sistema portátil de medida, ofreciendo resultados satisfactorios en todas las mediciones realizadas y permitiendo concluir la evaluación del sistema portátil como apto para las mediciones de dispositivos en campo. El proceso de evaluación del equipamiento diseñado consistiría en la medida de la curva I-V en laboratorio de un dispositivo fotovoltaico con instrumentación de alta precisión y condiciones controladas de luz y temperatura de un dispositivo, célula o mini-panel. Tras la medida inicial las células se instalarían en campo y se realizaría una caracterización periódica de los dispositivos mediante el sistema portátil de medida, que permitiría evidenciar si en la curva I-V bajo iluminación existe degradación, y en qué zona de la curva. Al finalizar el ensayo o en periodos intermedios se desmontarían los dispositivos para volver a medir la curva I-V con exactitud en laboratorio. Por tanto el sistema portátil de medida, debe permitir evaluar la evolución de la curva I-V en condiciones ambientales similares a obtenidas en medidas anteriores, y a partir de la misma determinar el modo de degradación del dispositivo, no siendo necesaria una elevada precisión de medida para ofrecer resultados exactos de degradación, que sólo podrán medirse en el laboratorio. ABSTRACT. The final degree project "Portable Measurement System For Devices Under Field Tests" is a project undertaken for the development and evaluation of portable and reliable measurement equipment, which allows the realization of I-V curve measurements in field conditions actual operation. Since the purpose of this final project is to obtain a system for conducting field measurements in the implementation of the project will have as main design requirements for size, power supply, system weight, plus reliability and precision relative to the taking of measurements. During the development of this project and given the above requirements portability and reliability, has sought to offer a compromise designing equipment that is achievable, that meets the above objectives with a cost that is not high and the feature that available management facility that allows any user to use it. The final system is designed based on the acquisition device MyDAQ NI data that allows the execution of multiple types of measurements. Based on this data acquisition device, we have designed a measurement system with an architecture that is implemented via a laptop, with measurement software installed that collects and interprets data, and feeds and controls the device through the USB port. The system also implements a variable load which allows measurement of the I-V curve lighting photovoltaic cells. This design allows performing measurements of I-V curves in lighting field is only required to connect the device to purchase a laptop with a battery and variable load. Although this design is specific for the measurement of solar cells has been implemented so that it can easily be extrapolated to other types of measuring voltage and current. To test the accuracy of the portable measurement system during the project has been carried out to compare the results of the designed system, a team of laboratory characterization. This system of high accuracy to quantify the actual degradation of the cell and a comparison of measurements with portable measurement system, providing satisfactory results in all measurements and allowing complete portable system assessment as suitable for measurements of devices field. The evaluation process designed equipment would be far laboratory I-V curve of a photovoltaic device with high precision instrumentation controlled light and temperature of a device, panel or mini-cell conditions. After initial measurement cells settle in a periodic field and device characterization will be achieved through the portable measurement system, which would show whether the I-V curve under illumination degradation exists, and in which area of the curve. At the end of the trial or in interim periods devices to remeasure the I-V curve accurately in laboratory dismount. Therefore the portable measurement system should allow evaluating the evolution of the I-V curve similar to previous measurements obtained in ambient conditions, and from it determine the mode of degradation of the device, not a high measurement accuracy to be necessary to provide degradation accurate results, which can only be measured in the laboratory.

Characterization of subpopulations (clones and subclones) of the 21 SF strain of Trypanosoma cruzi after long lasting maintenance in the laboratory

Several studies have shown a clonal structure of Trypanosoma cruzi and its possible correlation with the behavioral heterogeneity of the parasite strains. In the present study, the 21 SF strain, that have been maintained in laboratory by successive passages in mice, for more than 15 years, showing a stability of biological and isoenzymic characteristics has been cloned, with the objective of establishing the characters of its clones and subclones. With the technique of isolation of a single parasite from the blood of infected mice, 5 clones and 14 subclones have been obtained. After four passages into mice, inoculum of 10(5) was obtained for each clone and subclone and inoculated into mice weighing 10 to 12 g. These were used for the study of the biological behavior of the clones: evolution of parasitemia, morphology of blood forms and host mortality. For isoenzymic characterization, the clones and subclones were analyzed for ALAT, ASAT, GPI and PGM enzymes. Results have shown that the 5 clones and the 14 subclones disclosed a biological behavior similar to the parental strain, with minor variability of the parasitemic profiles and also the same isoenzymic patterns. These results confirm the stability of the 21 SF strain and indicate a clonal homogeneity of its populations. This is compatible with the hypothesis that the T. cruzi strains represent an equilibrium of either homogenous or heterogeneous populations.

Characterization of larval moulting cycles in Maja brachydactyla (Brachyura, Majidae) reared in the laboratory

The moulting cycles of all larval instars (zoea I, zoea II, and megalopa) of the spider crab Maja brachydactyla Balss 1922 were studied in laboratory rearing experiments. Morphological changes in the epidermis and cuticle were photographically documented in daily intervals and assigned to successive stages of the moulting cycle (based on Drach's classification system). Our moult-stage characterizations are based on microscopical examination of integumental modifications mainly in the telson, using epidermal condensation, the degree of epidermal retraction (apolysis), and morphogenesis (mainly setagenesis) as criteria. In the zoea II and megalopa, the formation of new setae was also observed in larval appendages including the antenna, maxillule, maxilla, second maxilliped, pleopods, and uropods. As principal stages within the zoea I moulting cycle, we describe postmoult (Drach's stages A–B combined), intermoult (C), and premoult (D), the latter with three substages (D0, D1, and D2). In the zoea II and megalopa, D0 and D1 had to be combined, because morphogenesis (the main characteristic of D1) was unclear in the telson and did not occur synchronically in different appendices. The knowledge of the course and time scale of successive moult-cycle events can be used as a tool for the evaluation of the developmental state within individual larval instars, providing a morphological reference system for physiological and biochemical studies related to crab aquaculture.

Characterization of surface functional groups present on laboratory-generated and ambient aerosol particles by means of heterogeneous titration reactions

A Knudsen flow reactor has been used to quantify surface functional groups on aerosols collected in the field. This technique is based on a heterogeneous titration reaction between a probe gas and a specific functional group on the particle surface. In the first part of this work, the reactivity of different probe gases on laboratory-generated aerosols (limonene SOA, Pb(NO3)2, Cd(NO3)2) and diesel reference soot (SRM 2975) has been studied. Five probe gases have been selected for the quantitative determination of important functional groups: N(CH3)3 (for the titration of acidic sites), NH2OH (for carbonyl functions), CF3COOH and HCl (for basic sites of different strength), and O3 (for oxidizable groups). The second part describes a field campaign that has been undertaken in several bus depots in Switzerland, where ambient fine and ultrafine particles were collected on suitable filters and quantitatively investigated using the Knudsen flow reactor. Results point to important differences in the surface reactivity of ambient particles, depending on the sampling site and season. The particle surface appears to be multi-functional, with the simultaneous presence of antagonistic functional groups which do not undergo internal chemical reactions, such as acid-base neutralization. Results also indicate that the surface of ambient particles was characterized by a high density of carbonyl functions (reactivity towards NH2OH probe in the range 0.26-6 formal molecular monolayers) and a low density of acidic sites (reactivity towards N(CH3)3 probe in the range 0.01-0.20 formal molecular monolayer). Kinetic parameters point to fast redox reactions (uptake coefficient ?0>10-3 for O3 probe) and slow acid-base reactions (?0<10-4 for N(CH3)3 probe) on the particle surface. [Authors]

Characterization of granite matrix porosity and pore-space geometry by in situ and laboratory methods

Most available studies of interconnected matrix porosity of crystalline rocks are based on laboratory investigations; that is, work on samples that have undergone stress relaxation and were affected by drilling and sample preparation. The extrapolation of the results to in situ conditions is therefore associated with considerable uncertainty, and this was the motivation to conduct the ‘in situ Connected Porosity’ experiment at the Grimsel Test Site (Central Swiss Alps). An acrylic resin doped with fluorescent agents was used to impregnate the microporous granitic matrix in situ around an injection borehole, and samples were obtained by overcoring. The 3-D structure of the porespace, represented by microcracks, was studied by U-stage fluorescence microscopy. Petrophysical methods, including the determination of porosity, permeability and P -wave velocity, were also applied. Investigations were conducted both on samples that were impregnated in situ and on non-impregnated samples, so that natural features could be distinguished from artefacts. The investigated deformed granites display complex microcrack populations representing a polyphase deformation at varying conditions. The crack population is dominated by open cleavage cracks in mica and grain boundary cracks. The porosity of non-impregnated samples lies slightly above 1 per cent, which is 2–2.5 times higher than the in situ porosity obtained for impregnated samples. Measurements of seismic velocities (Vp ) on spherical rock samples as a function of confining pressure, spatial direction and water saturation for both non-impregnated and impregnated samples provide further constraints on the distinction between natural and induced crack types. The main conclusions are that (1) an interconnected network of microcracks exists in the whole granitic matrix, irrespective of the distance to ductile and brittle shear zones, and (2) conventional laboratory methods overestimate the matrix porosity. Calculations of contaminant transport through fractured media often rely on matrix diffusion as a retardation mechanism.