Effective Structural Concrete Repair, Volume 3 of 3, Evaluation of Repair Materials for Use in Patching Damaged Concrete, March 2004

Structural concrete is one of the most commonly used construction materials in the United States. However, due to changes in design specifications, aging, vehicle impact, etc. – there is a need for new procedures for repairing concrete (reinforced or pretressed) superstructures and substructures. Thus, the overall objective of this investigation was to develop innovative cost effective repair methods for various concrete elements. In consultation with the project advisory committee, it was decided to evaluate the following three repair methods: • Carbon fiber reinforced polymers (CFRPs) for use in repairing damaged prestressed concrete bridges • Fiber reinforced polymers (FRPs) for preventing chloride penetration of bridge columns • Various patch materials The initial results of these evaluations are presented in this three volume final report. Each evaluation is briefly described in the following paragraphs. A more detailed abstract of each evaluation accompanies the volume on that particular investigation.

Revisiting the heteromultimeric structure of ENaC in Xenopus leavis oocytes

The epithelial sodium channel (ENaC) regulates the sodium reabsorption in the principal cells of collecting duct of the nephron, and is essential for the maintenance of Na+ balance and blood pressure. ENaC is regulated by hormones such as aldosterone and vasopressin, by serine proteases. The functional ENaC channel expressed at the cell surface is a hetemultimeric complex composed by the homologous a, ß and y subunits. Several functional and biochemical studies have provided evidence that the ENaC is a heterotetramer formed by 2a lß and ly subunits. Recently, a channel homologue of ENaC, the acid-sensing ion channel ASIC1 has been crystallized as a homotrimer. This discrepancy in the subunit composition of these two channels of the same family, motivated us to revisit the subunit oligomerization of the purified functional abg EnaC channel complex. His(6)ENaC a ß y subunits were expressed in Xenopus leavis oocytes. The three ENaC subunits copurify on Ni+2-NTA agarose beads in a aßy ENaC complex. On Western blot, the ENaC subunits show typical post-translation modifications associated with a functional channel. Using differentially tagged ENaC subunits, we could demonstrate that 2 different a ENaC co- purify with ß and y subunits, whereas only one single ß and y are detected in the ENaC complex. Comparison of the mass of the aßy ENaC complex on Western blot under non reducing conditions with different ENaC dimeric, trimmeric and tetratemeric concatamers indicate that the ENaC channel complex is a heterotetramer made of 2a-, lß-, and ly ENaC subunits. Our result will certainly not provide the last words on the subunit stoichiometry of the ENaC/ASIC channels, but hopefully will promote the réévaluation of the cASICl crystal structure for its functional relevance. -- Le canal épithélial sodique ENaC est responsable de la réabsorption du sodium dans les cellules principales du tubule collecteur rénal et joue un rôle important dans le maintien de l'homéostasie sodique et le maintien de la pression artérielle. Ce canal est régulé par des hormones telles que l'aldostérone ou la Vasopressine mais également par des sérines protéases. ENaC est un canal multimerique constitué des trois sous-unités homologues a, ß and y. De nombreuses études fonctionnelles et biochimiques ont montré que le canal ENaC fonctionnel exprimé à la surface cellulaire est un canal formé de 4 sous unités avec une stoichiometric préférentielle de 2 sous-unités a, 1 sous-unité ß et 1 sous-unité y. Récemment, la cristallisation du canal sodique sensible au pH acide, ASIC, un autre membre de la famille ENaC/Deg, a mis en évidence un canal homotrimérique. Cette divergence dans la composition en sous-unités formant les complexes ENaC et ASIC, deux canaux de la même famille de gènes, nous a motivé à réinvestiguer le problème de l'oligomérisation du complexe fonctionnel ENaC après purification. Dans ce but le complexe ENaC fait des sous-unités aßy marquées par un épitope His 6 ont été exprimées dans l'ovocyte de Xenopus leavis. Les trois sous-unités aßy du complexe ENaC peuvent être co-purifiées sur des billes d'agarose Ni+2-NTA et montrent les modifications post-traductionnelles attendues pour le complexe fonctionnel ENaC exprimé en surface. Nous avons pu démontrer que ce complexe ENaC fonctionnel, est formé de deux sous-unités a différentes, mais de une seule sous-unité ß et une seule sous-unité y, suggérant un complexe ENaC formé de plus de trois sous-unités. L'estimation de la masse du complexe fonctionnel ENaC par Western blot, en comparaison avec des constructions concatemériques de ENaC faites de 2, 3, ou 4 sous-unités indique que le complexe aßy ENaC fonctionnel est une hétérotétramère composé de 2 sous-unités a, une ß et une y. Ces expériences ne représentent pas le fin d'une controverse quant à la structure des canaux ENaC et ASIC, mais soulèvent la question de la relevance fonctionnelle de la structure tridimentionelle du canal ASIC révélée par crystallographie.

THE ADULA NAPPE: STRATIGRAPHY, STRUCTURE AND KINEMATICS OF AN EXHUMED HIGH-PRESSURE NAPPE

This study analyses the stratigraphy, structure and kinematics of the northern part of the Adula nappe of the Central Alps. The Adula nappe is one of the highest basement nappes in the Lower Penninic nappe stack of the Lepontine Dome. This structural position makes possible the investigation of the transition between the Helvetic and North Penninic paleogeographic domains. The Adula nappe is principally composed of crystalline basement rocks. The investigation of the pre-Triassic basement shows that it contains several Palaeozoic detrital metasedimentary formations dated from the Cambrian to the Ordovician. These formations contain also some volcanic or intrusive magmatic rocks. Ordovician metagranites dated at ~450 Ma are also a common rock-type of the Adula basement. These formations underwent Alpine and Variscan deformation and metamorphism. Permian granites (Zervreila orthogneiss, dated at ~290 Ma) have intruded this pre-structured basement in a post-orogenic geodynamic context. Due to their age, the Zervreila orthogneiss are good markers for alpine deformation. The stratigraphy of the Mesozoic and Paleogene sedimentary cover of the Adula nappe is essential to unraveling its pre- orogenic history. The autochthonous cover is assigned to a North Penninic Triassic series that testifies for a transition between the Helvetic and Briançonnais Triassic domains. The Adula domain goes through an emersion during the Middle Jurassic, and is part of a topographic high during the first phase of the Alpine rift. The sediments of the late Middle Jurassic show a drowning phase associated with a tectonic activity and a breccia formation. In the neighbouring domains, coeval with the drowning phase in the Adula domain, a strong extensional crustal delamination and a scattered magmatic activity is associated with the main opening of the North Penninic domain. The Upper Jurassic of the Adula nappe is characterized by a carbonate formation comparable with those in the Helvetic or Subbriaçonnais domains. Flysch s.l. deposition starts probably at the end of the Cretaceous. These sediments are deposited on a large unconformity testifying for a Cretaceous sedimentary gap. The Adula nappe exhibits a very complex structure. This structure is formed by several deformation phases. Two ductile deformations are responsible for the nappe emplacement. The first deformation phase is associated with a folding compatible with a top-to-south movement at the top of the nappe. The second phase is dominant and pervasive throughout the whole nappe. It goes with a strong north vergent folding and the main nappe emplacement. These two phases cause the exhumation and emplacement of a coherent, although pre-structured, piece of continental crust. Two further deformation phases postdate the nappe emplacement. - Ce travail concerne l'étude géologique de la partie nord de la nappe de l'Adula dans les Alpes centrales. La nappe de l'Adula est l'une des nappes cristallines la plus élevée dans la pile des nappes du Pennique inférieur des Alpes lepontines. Cette position particulière permet d'étudier la transition entre les nappes des domaines helvétique et pennique inférieur. La nappe de l'Adula est principalement composée de socle cristallin : l'étude de l'histoire géologique du socle est donc l'un des thèmes de cette recherche. Ce socle contient plusieurs formations métasédimentaires paléozoïques du Cambrien à I'Ordovicien. Ces métasédiments sont issus de formations clastiques comprenant souvent des roches magmatiques volcaniques et intrusives. Ces métasédiments ont subi les cycles orogéniques varisque et alpin. La nappe de l'Adula contient plusieurs corps magmatiques granitiques métamorphisés. Les premiers métagranites sont Ordovicien et témoignent d'un environnement de marge active. Ces granites sont aussi polymétamorphiques. Les deuxièmes métagranites sont représentés par les orthogneiss de type Zervreila. Ce métagranite est d'âge permien (-290 Ma). Il est mis en place dans un contexte tectonique post-orogénique. Ce granite est un maqueur de la déformation alpine car il n'est pas affecté par les orogenèses précédentes, flippy Le contenu stratigraphique des roches mésozoïques et cénozoiques de la couverture sédimentaire de la nappe de l'Adula est'important pour en étudier son histoire pré-alpine. La couverture autochtone est composée d'une série d'âge triasique d'affinité nord-pennique, un faciès qui marque la transition entre les domaines helvétiques et briançonnais au Trias. Le domaine paléogéographique représenté dans la nappe de l'Adula connaît une émersion pendant le Jurassique moyen. Cette émersion marque le commencement du rift dans le domaine alpin. La sédimentation de la fin du Jurassique moyen est marquée par une transgression marine accompagnée par des mouvements tectoniques et la formation d'une brèche. Cette transgression est contemporaine des importants mouvements tectoniques et des manifestations magmatiques dans les unités voisines qui marquent la phase principale d'ouverture du bassin nord-pennique. Le Jurassique supérieur est caractérisé par l'instauration d'une sédimentation carbonatée comparable à celle du domaine helvétique ou subbriançonnais. Une sédimentation flyschoïde, probablement du Crétacé à Tertiaire, est déposée sur une importante discordance qui témoigne d'une lacune au Crétacé. La structure complexe de la nappe de l'Adula témoigne de nombreuses phases de déformation. Ces phases de déformation sont en partie issues de la mise en place de la nappe et de déformations plus tardives. La mise en place de la nappe produit deux phases de déformation ductile : la première produit un plissement compatible avec un cisaillement top-vers-le sud dans la partie supérieure de la nappe; la deuxième produit un intense plissement qui accompagne la mise en place de la nappe vers le nord. Ces deux phases de déformation témoignent d'un mécanisme d'exhumation par déformation ductile d'un bloc cohérent.

Supporting the reuse of effective CSCL learning designs through social structure representations

Distance and blended collaborative learning settings are usually characterized by different social structures defined in terms of groups' number, dimension, and composition; these structures are variable and can change within the same activity. This variability poses additional complexity to instructional designers, when they are trying to develop successful experiences from existing designs. This complexity is greatly associated with the fact that learning designs do not render explicit how social structures influenced the decisions of the original designer, and thus whether the social structures of the new setting could preclude the effectiveness of the reused design. This article proposes the usage of new representations (social structure representations, SSRs) able to support unskilled designers in reusing existing learning designs, through the explicit characterization of the social structures and constraints embedded either by the original designers or the reusing teachers, according to well-known principles of good collaborative learning practice. The article also describes an evaluation process that involved university professors, as well as the main findings derived from it. This process supported the initial assumptions about the effectiveness of SSRs, with significant evidence from both qualitative and qualitative data.

Vers une conception intégrative de la dépression du sujet âgé : structure cérébrale, cognition et personnalité

Contexte : la prévalence des épisodes dépressifs majeurs parmi la population âgée générale est de 1-4%. Plusieurs études proposent la dissociation entre la dépression à début tardive (late onset depression, LOD), plus souvent associée à des déficits neuropsychologiques, des lésions cérébrales et des facteurs de risque cardio-vasculaire, et la dépression à début précoce (early onset depression, EOD) associée, elle, aux facteurs génétiques et à certains profiles de personnalité. Toutefois, aucune étude transversale ou longitudinale n'a jusqu'à maintenant mesuré et comparé de façon concomitante les profiles cognitifs, la neuro-imagerie (IRM) et les profiles de personnalité des patients âgés LOD et EOD euthymiques. Méthodes : ce travail se base sur une étude menée par différents services des Hôpitaux Universitaires de Genève (HUG) et du Centre Hospitalier Universitaire Vaudois (CHUV) qui ont collaboré afin de recruter le collectif de patients dépressifs nécessaire. La partie expérimentale est divisée en deux parties. La première, transversale, compare 30 EOD, 11 LOD et 30 sujets contrôles, puis 38 EOD à 62 sujets contrôles. Une évaluation neuropsychologique, des évaluations des lésions et volumes cérébraux à l'IRM, ainsi que des traits de personnalité ont été effectuées. La deuxième partie, longitudinale, évalue sur 2 ans 28 patients EOD à 48 sujets contrôles avec les mêmes outils. Résultats : lors de la première partie, transversale, les performances cognitives et les volumes cérébraux sont préservés chez les patients EOD, alors que les patients LOD présentent une réduction significative de la mémoire épisodique et un taux plus élevé de lésions cérébrales périventriculaires (hyperintensités de la matière blanche) en comparaison avec les patients EOD et les sujets contrôles. Au niveau des traits de personnalité, les patients EOD sont associés à un niveau élevé de Névrosisme, en particulier les facettes Anxiété (N1) et Dépression (N3) mais diminué d'Extraversion, en particulier les facettes Chaleur (E1) et Emotions positives (E6). Dans la seconde partie, longitudinale, les performances cognitives et les volumes cérébraux des patients EOD sont restés, après les 2 ans de suivi (follow-up) comparables aux sujets contrôles. Les niveaux élevés du Névrosisme et sa facette Anxiété (N1) constatés au baseline diminuèrent pour atteindre un niveau normal. Les niveaux diminués des facettes Chaleur (E1) et Emotions positives (E6) au baseline ne persistèrent pas non plus. Seule la facette Dépression (N3) est restée chez les patients EOD significativement plus élevée que chez les sujets contrôles après les 2 ans de suivi. Conclusion : nos résultats supportent la dissociation entre EOD, associée à des facteurs génétiques et psychosociaux, et LOD associée aux facteurs de risque et comorbidités cardio-vasculaires. Après rémission d'un épisode dépressif aigu, les performances cognitives ainsi que les volumes cérébraux des patients EOD restent intactes au long terme, alors que le patient LOD garde des lésions cérébrales ainsi que des atteintes au niveau de la mémoire épisodique. Au niveau de la personnalité, la facette Dépression (N3) du domaine Névrosisme, connu pour être un facteur de risque de dépression, reste une caractéristique bien présente chez le patient EOD.

Structure and expression profile of the Arabidopsis PHO1 gene family indicates a broad role in inorganic phosphate homeostasis.

PHO1 has been recently identified as a protein involved in the loading of inorganic phosphate into the xylem of roots in Arabidopsis. The genome of Arabidopsis contains 11 members of the PHO1 gene family. The cDNAs of all PHO1 homologs have been cloned and sequenced. All proteins have the same topology and harbor a SPX tripartite domain in the N-terminal hydrophilic portion and an EXS domain in the C-terminal hydrophobic portion. The SPX and EXS domains have been identified in yeast (Saccharomyces cerevisiae) proteins involved in either phosphate transport or sensing or in sorting proteins to endomembranes. The Arabidopsis genome contains additional proteins of unknown function containing either a SPX or an EXS domain. Phylogenetic analysis indicated that the PHO1 family is subdivided into at least three clusters. Reverse transcription-PCR revealed a broad pattern of expression in leaves, roots, stems, and flowers for most genes, although two genes are expressed exclusively in flowers. Analysis of the activity of the promoter of all PHO1 homologs using promoter-beta-glucuronidase fusions revealed a predominant expression in the vascular tissues of roots, leaves, stems, or flowers. beta-Glucuronidase expression is also detected for several promoters in nonvascular tissue, including hydathodes, trichomes, root tip, root cortical/epidermal cells, and pollen grains. The expression pattern of PHO1 homologs indicates a likely role of the PHO1 proteins not only in the transfer of phosphate to the vascular cylinder of various tissues but also in the acquisition of phosphate into cells, such as pollen or root epidermal/cortical cells.

Evaluating Properties of Blended Cements for Concrete Pavements, December 2003

The addition of supplementary cementitious materials (SCMs), such as fly ash (FA) and slag, generally improves concrete workability, durability, and long-term strength. New trends in sustainable development of concrete infrastructure and in environmental regulations on waste disposal are spurring use of SCMs in concrete. However, use of SCM concrete is sometimes limited due to a lack of understanding about material behaviors and lack of proper specifications for its construction practice. It is believed that SCM concrete performance varies significantly with the source and proportion of the cementitious materials. SCM concrete often displays slower hydration, accompanied by slower setting and lower early-age strength, especially under cold weather conditions. The present research was conducted to have a better understanding of SCM concrete behaviors under different weather conditions. In addition to the study of the effect of SCM content on concrete set time using cementitious materials from different sources/manufacturers, further research may be needed to investigate the effects of SCM combinations on concrete flowability, air stability, cracking resistance, and durability.

Development of In-Situ Detection Methods for Materials-Related Distress (MRD) in Concrete Pavements, July 2003

The purpose of this research was to summarize existing nondestructive test methods that have the potential to be used to detect materials-related distress (MRD) in concrete pavements. The various nondestructive test methods were then subjected to selection criteria that helped to reduce the size of the list so that specific techniques could be investigated in more detail. The main test methods that were determined to be applicable to this study included two stress-wave propagation techniques (impact-echo and spectral analysis of surface waves techniques), infrared thermography, ground penetrating radar (GPR), and visual inspection. The GPR technique was selected for a preliminary round of “proof of concept” trials. GPR surveys were carried out over a variety of portland cement concrete pavements for this study using two different systems. One of the systems was a state-of-the-art GPR system that allowed data to be collected at highway speeds. The other system was a less sophisticated system that was commercially available. Surveys conducted with both sets of equipment have produced test results capable of identifying subsurface distress in two of the three sites that exhibited internal cracking due to MRD. Both systems failed to detect distress in a single pavement that exhibited extensive cracking. Both systems correctly indicated that the control pavement exhibited negligible evidence of distress. The initial positive results presented here indicate that a more thorough study (incorporating refinements to the system, data collection, and analysis) is needed. Improvements in the results will be dependent upon defining the optimum number and arrangement of GPR antennas to detect the most common problems in Iowa pavements. In addition, refining highfrequency antenna response characteristics will be a crucial step toward providing an optimum GPR system for detecting materialsrelated distress.

Defining the Attributes of Good In-Service Portland Cement Concrete Pavements, December 2004

Much of the current research in portland cement concrete (PCC) pavements deals with the analysis of early pavement life failures and seeks to find ways to prevent those from reoccurring. The Long Term Pavement Performance (LTPP) portion of the Strategic Highway Research Program (SHRP) has identified some of the key factors in designing and building new PCC pavements. This statement will build on the Iowa Highway Research Board (IHRB) project TR-463, Field Performance Study of Past Iowa Pavement Research: A Look Back. In Iowa and across the nation, there are multiple pavements that were built more than 20 years ago that have been and are continuing to provide very good service to the public. They are found on both state and local routes and in both low and high traffic volume areas. There is a need to learn what went into those pavements, from the subgrade through the surface, that makes them perform so well. The purpose of this research project was to conduct a scoping study that could be used to evaluate the need for additional research to study the attributes of well-performing concrete pavements. The concept of zero-maintenance jointed plain concrete pavements” was iterated in this study for long-lasting, well-performing portland cement concrete pavement sections. The scope of the study was limited to a brief literature survey, pavement performance data collection from many counties, cities, and primary and interstate roads in Iowa, field visits to many selected pavement sites, and analysis of the collected data. No laboratory orfield testing was conducted for this phase of the project. A problem statement with a research plan was created that could be used to guide the second phase of the project.

Enlgish and Spanish Terms for Concrete Paving Workers, November 2004

Proper storage practices are critical to protect materials from intermingling, contamination, or degradation, and to maintain consistent aggregate gradation throughout a project. Concrete Paving Workforce Reference no.4. Spanish version.

Concrete Materials Storage, Mixing and Delivery, November 2004

Proper storage practices are critical to protect materials from intermingling, contamination, or degradation, and to maintain consistent aggregate gradation throughout a project. Concrete Paving Workforce Reference no.1

Concrete Paving site Preparation and Construction, November 2004

Proper storage practices are critical to protect materials from intermingling, contamination, or degradation, and to maintain consistent aggregate gradation throughout a project. Concrete Paving Workforce Reference no.2

Concrete Pavement Joint Sawing, Cleaning, and Sealing, November 2004

Proper storage practices are critical to protect materials from intermingling, contamination, or degradation, and to maintain consistent aggregate gradation throughout a project. Concrete Paving Workforce Reference no.3

Stringless Portland Cement Concrete Paving, February 2004

This report describes results from a study evaluating the use of stringless paving using a combination of global positioning and laser technologies. CMI and Geologic Computer Systems developed this technology and successfully implemented it on construction earthmoving and grading projects. Concrete paving is a new area for considering this technology. Fred Carlson Co. agreed to test the stringless paving technology on two challenging concrete paving projects located in Washington County, Iowa. The evaluation was conducted on two paving projects in Washington County, Iowa, during the summer of 2003. The research team from Iowa State University monitored the guidance and elevation conformance to the original design. They employed a combination of physical depth checks, surface location and elevation surveys, concrete yield checks, and physical survey of the control stakes and string line elevations. A final check on profile of the pavement surface was accomplished by the use of the Iowa Department of Transportation Light Weight Surface Analyzer (LISA). Due to the speed of paving and the rapid changes in terrain, the laser technology was abandoned for this project. Total control of the guidance and elevation controls on the slip-form paver were moved from string line to global positioning systems (GPS). The evaluation was a success, and the results indicate that GPS control is feasible and approaching the desired goals of guidance and profile control with the use of three dimensional design models. Further enhancements are needed in the physical features of the slipform paver oil system controls and in the computer program for controlling elevation.

Chromosomal rearrangements and genetic structure at different evolutionary levels of the Sorex araneus group.

Robertsonian (Rb) fusions received large theoretical support for their role in speciation, but empirical evidence is often lacking. Here, we address the role of Rb rearrangements on the genetic differentiation of the karyotypically diversified group of shrews, Sorex araneus. We compared genetic structure between 'rearranged' and 'common' chromosomes in pairwise comparisons of five karyotypic taxa of the group. Considering all possible comparisons, we found a significantly greater differentiation at rearranged chromosomes, supporting the role of chromosomal rearrangements in the general genetic diversification of this group. Intertaxa structure and distance were larger across rearranged chromosomes for most of the comparisons, although these differences were not significant. This last result could be explained by the large variance observed among microsatellite-based estimates. The differences observed among the pairs of taxa analysed support the role of both the hybrid karyotypic complexity and the level of evolutionary divergence.