Correlation between microtensile bond strength data and clinical outcome of Class V restorations.

OBJECTIVE: To determine if the results of resin-dentin microtensile bond strength (µTBS) is correlated with the outcome parameters of clinical studies on non-retentive Class V restorations. METHODS: Resin-dentin µTBS data were obtained from one test center; the in vitro tests were all performed by the same operator. The µTBS testing was performed 8h after bonding and after 6 months of storing the specimens in water. Pre-test failures (PTFs) of specimens were included in the analysis, attributing them a value of 1MPa. Prospective clinical studies on cervical restorations (Class V) with an observation period of at least 18 months were searched in the literature. The clinical outcome variables were retention loss, marginal discoloration and marginal integrity. Furthermore, an index was formulated to be better able to compare the laboratory and clinical results. Estimates of adhesive effects in a linear mixed model were used to summarize the clinical performance of each adhesive between 12 and 36 months. Spearman correlations between these clinical performances and the µTBS values were calculated subsequently. RESULTS: Thirty-six clinical studies with 15 adhesive/restorative systems for which µTBS data were also available were included in the statistical analysis. In general 3-step and 2-step etch-and-rinse systems showed higher bond strength values than the 2-step/3-step self-etching systems, which, however, produced higher values than the 1-step self-etching and the resin modified glass ionomer systems. Prolonged water storage of specimens resulted in a significant decrease of the mean bond strength values in 5 adhesive systems (Wilcoxon, p<0.05). There was a significant correlation between µTBS values both after 8h and 6 months of storage and marginal discoloration (r=0.54 and r=0.67, respectively). However, the same correlation was not found between µTBS values and the retention rate, clinical index or marginal integrity. SIGNIFICANCE: As µTBS data of adhesive systems, especially after water storage for 6 months, showed a good correlation with marginal discoloration in short-term clinical Class V restorations, longitudinal clinical trials should explore whether early marginal staining is predictive for future retention loss in non-carious cervical restorations.

Schwann cell strip for peripheral nerve repair.

Many strategies have been investigated to provide an ideal substitute to treat a nerve gap injury. Initially, silicone conduits were used and more recently conduits fabricated from natural materials such as poly-3-hydroxybutyrate (PHB) showed good results but still have their limitations. Surgically, a new concept optimising harvested autologous nerve graft has been introduced as the single fascicle method. It has been shown that a single fascicle repair of nerve grafting is successful. We investigated a new approach using a PHB strip seeded with Schwann cells to mimic a small nerve fascicle. Schwann cells were attached to the PHB strip using diluted fibrin glue and used to bridge a 10-mm sciatic nerve gap in rats. Comparison was made with a group using conventional PHB conduit tubes filled with Schwann cells and fibrin glue. After 2 weeks, the nerve samples were harvested and investigated for axonal and Schwann cell markers. PGP9.5 immunohistochemistry showed a superior nerve regeneration distance in the PHB strip group versus the PHB tube group (> 10 mm, crossed versus 3.17+/- 0.32 mm respectively, P<0.05) as well as superior Schwann cell intrusion (S100 staining) from proximal (> 10 mm, crossed versus 3.40+/- 0.36 mm, P<0.01) and distal (> 10 mm, crossed versus 2.91+/- 0.31 mm, P<0.001) ends. These findings suggest a significant advantage of a strip in rapidly connecting a nerve gap lesion and imply that single fascicle nerve grafting is advantageous for nerve repair in rats.

Evaluation of the Chemical Durability of Iowa Fly Ash Concretes, HR-327, 1993

The major objective of this research project was to investigate how Iowa fly ashes influenced the chemical durability of portland cement based materials. Chemical durability has become an area of uncertainty because of the winter application of deicer salts (rock salts) that contain a significant amount of sulfate impurities. The sulfate durability testing program consisted of monitoring portland cement-fly ash paste, mortar and concrete test specimens that had been subjected to aqueous solutions containing various concentrations of salts (both sulfate and chloride). The paste and mortar specimens were monitored for length as a function of time. The concrete test specimens were monitored for length, relative dynamic modulus and mass as a function of time. The alkali-aggregate reactivity testing program consisted of monitoring the expansion of ASTM C311 mortar bar specimens that contained three different aggregates (Pyrex glass, Oreapolis and standard Ottawa sand). The results of the sulfate durability study indicated that the paste and concrete test specimens tended to exhibit surface spalling but only very slow expansive tendencies. This suggested that the permeability of the test specimens was controlling the rate of deterioration. Concrete specimens are still being monitored because the majority of the test specimens have expanded less than 0.05%; hence, this makes it difficult to estimate the service life of the concrete test specimens or to quantify the performance of the different fly ashes that were used in the study. The results of the mortar bar studies indicated that the chemical composition of the various fly ashes did have an influence on their sulfate resistance. Typically, Clinton and Louisa fly ashes performed the best, followed by the Ottumwa, Neal 4 and then Council Bluffs fly ashes. Council Bluffs fly ash was the only fly ash that consistently reduced the sulfate resistance of the many different mortar specimens that were investigated during this study. None of the trends that were observed in the mortar bar studies have yet become evident in the concrete phase of this project. The results of the alkali-aggregate study indicated that the Oreapolis aggregate is not very sensitive to alkali attack. Two of the fly ashes, Council Bluffs and Ottumwa, tended to increase the expansion of mortar bar specimens that contained the Oreapolis aggregate. However, it was not clear if the additional expansion was due to the alkali content of the fly ash, the periclase content of the fly ash or the cristobalite content of the fly ash, since all three of these factors have been found to influence the test results.

Control of Concrete Deterioration Due to Trace Compounds in Deicers, HR-299 Phase I, 1988

This report presents the results of research on the influence of trace compounds from rock salt deicers on portland cement mortar and concrete. An evaluation of the deicers in stock throughout the state showed that about ninety-five percent contained enough sulfate to cause accelerated deterioration of concrete. Of the impurities found in rock salts, sulfate compounds of calcium and magnesium were found to be equally deleterious. Magnesium chloride was found to be innocuous. Introduction of fly ash eliminated the damage to portland cement mortar caused by sulfates. When used with frost resistant Alden aggregate in fly ash concrete and exposed to a variety of deicer brine compositions, the concrete did not deteriorate after exposure. With the exception of a high calcium brine, the behavior of the frost-prone Garrison aggregate was independent of deicer treatment; the high calcium brine reduced frost damage with this aggregate. Two approaches to reducing sulfate deterioration from deicers are suggested as (1) limiting the amount of sulfate to about 0.28 percent, and (2) making concrete sulfate-resistant by using fly ash. Techniques for making existing concrete deicer-sulfate-resistant are essential to a practical solution.

Pipe Rehabilitation with Polyethylene Pipe Liners, HR-370, Construction Report, 1995

Corroded, deteriorated, misaligned, and distorted drainage pipes can cause a serious threat to a roadway. Normal practice is to remove and replace the damaged drainage structure. An alternative method of rehabilitating these structures is to slip line them with a polyethylene liner. Twelve drainage structures were slip lined with polyethylene liners during 1994 in Iowa. Two types of liners installed were "Culvert Renew" and "Snap-Tite". It was found that the liners could be easily installed by most highway, county, and city maintenance departments. The liners restore the flow and increase the service life of the original drainage structure. The liners were found to be cost competitive with the removal and replacement of the existing drainage structure. Slip lining has the largest economic benefit when the roadway is paved, the culvert is under a deep fill, or traffic volumes are high. The annular space between the original pipe and the liner was filled with flowable mortar. Care should be taken to properly brace and grout the annular space between the liner and the culvert.

Control of Concrete Deterioration Due to Trace Compounds in Deicers, Phase II, HR-299, 1989

This report presents results of research on ways to reduce the detrimental effects of sulfate-tainted rock salt deicers on portland cement concrete used for highway pavements. Repetitious experiments on the influence of fly ash on the mortar phase of concrete showed significant improvement in resistance to deicing brines is possible. Fifteen to twenty percent by weight of fly ash replacement for portland cement was found to provide optimum improvement. Fly ashes from five sources were evaluated and all were found to be equally beneficial. Preliminary results indicate the type of coarse aggregate also plays an important role in terms of concrete resistance to freeze-thaw in deicing brines. This was particularly true for a porous ferroan dolomite thought to be capable of reaction with the brine. In this case fly ash improved the concrete, but not enough for satisfactory performance. An intermediate response was with a porous limestone where undesirable results were observed without fly ash and adequate performance was realized when 15% fly ash was added. The best combination for making deicer-resistant concrete was found to be with a non-porous limestone. Performance in brines was found to be adequate without fly ash, but better when fly ash was included. Consideration was given to treating existing hardened concrete made with poor aggregate and no fly ash to extend pavement life in the presence of deicers, particularly at joints. Sodium silicate was found to improve freeze-thaw resistance of mortar and is a good candidate for field usage because of its low cost and ease of handling.

An Investigation of Portland Cement Concrete Utilizing 70% Class V Aggregate and 30% Calcareous Coarse Aggregate, R-255, 1973

The main sources of coarse aggregate for secondary slip form paving in Southwest Iowa exhibit undesirable "D" cracking. "D" cracking is a discoloration of the concrete caused by fine, hairline cracks. These cracks are caused by the freezing and thawing of moisture inside the coarse aggregate. The cracks are often hour glass shaped, are parallel to each other, and occur along saw joints. The B-4, a typical secondary mix, utilizes 50% fine aggregate and 50% coarse aggregate. It has been proposed that a concrete mix with less coarse aggregate and more fine aggregate might impede this type of deterioration. The Nebraska Standard 47B Mix, a 70% fine aggregate, and 30% coarse aggregate mix, as used by Nebraska Department of Roads produces concrete with ultimate strengths in excess of 4500 psi but because of the higher cost of cement (it is a six bag per cubic yard mix) is not competitive with our present secondary mixes. The sands of Southwest Iowa generally have poorer mortar strengths than the average Iowa Sand. Class V Aggregate also found in Southwest Iowa has a coarser sand fraction, therefore it has a better mortar strength, but exhibits an acidic reaction and therefore must be·used with limestone. This illustrates the need to find a mix for use in Southwest Iowa that possesses adequate strength and satisfactory durability at a low cost. The purpose of this study is to determine a concrete mix with an acceptable cement content which will produce physical properties similar to that of our present secondary paving mixes.

A study of the effects of PVAC on works of art on paper and wood: pH and colour change

This paper presents the preliminary findings of pH and colour measurements carried out on artworks on paperand on wood that had been treated with a poly(vinyl acetate) (PVAC) based adhesive in the 1980s. In both cases, areas treated with PVAC proved to be less acidic than untreated areas. Contrary to expectations, the conservation treatments have not, as yet, increased acidity levels in the objects under study. Colour measurements of the works on paper showed that those that had been backed with a cotton fabric using a mixture of methylcellulose and PVAC were less yellow than those from the same print run that had not been backed. This finding suggests that the backing somehow prevented the natural degradation of the support. In view of these preliminary results, further research is clearly needed. This study forms part of a broader ongoing project to assess the role of PVAC in the conservation of a range of cultural assets.

Fine Sand for Use in PC Concrete, MLR-88-6, 1989

In several locations of Iowa, it is becoming more difficult to produce concrete sand consistently at a reasonable cost. Both ASTM and AASHTO have specifications for concrete sands that allow a finer, poorer graded sand than Iowa specifications. The objective of the study was to develop standard mix designs to permit the use of finer graded sand for PC concrete. Three hundred cylinders were made from five sands available in the state. Based on the results of the study, the following are recommended: (1) Create another class of concrete sand by: (a) lowering the current mortar strength ratio from 1.5 to 1.3, (b) raising the allowance for the percent passing one sieve and retained on the next from 40 to 45, and (c) including a provision that 25 to 60 percent passing the number 30 sieve is required for the sand; and (2) Modify the standard paving mixes with and without fly ash for use with the finer sand as follows: (a) 8% more cement and fly ash for B-2 to B-5 mixes, (b) 7% more cement and fly ash for A-2 to A-5 mixes, and (c) 5% more cement and fly ash for C-2 to C-5 mixes and water reduced mixes.

Impairment of the Bacterial Biofilm Stability by Triclosan

The accumulation of the widely-used antibacterial and antifungal compound triclosan (TCS) in freshwaters raises concerns about the impact of this harmful chemical on the biofilms that are the dominant life style of microorganisms in aquatic systems. However, investigations to-date rarely go beyond effects at the cellular, physiological or morphological level. The present paper focuses on bacterial biofilms addressing the possible chemical impairment of their functionality, while also examining their substratum stabilization potential as one example of an important ecosystem service. The development of a bacterial assemblage of natural composition – isolated from sediments of the Eden Estuary (Scotland, UK) – on non-cohesive glass beads (,63 mm) and exposed to a range of triclosan concentrations (control, 2 – 100 mg L21) was monitored over time by Magnetic Particle Induction (MagPI). In parallel, bacterial cell numbers, division rate, community composition (DGGE) and EPS (extracellular polymeric substances: carbohydrates and proteins) secretion were determined. While the triclosan exposure did not prevent bacterial settlement, biofilm development was increasingly inhibited by increasing TCS levels. The surface binding capacity (MagPI) of the assemblages was positively correlated to the microbial secreted EPS matrix. The EPS concentrations and composition (quantity and quality) were closely linked to bacterial growth, which was affected by enhanced TCS exposure. Furthermore, TCS induced significant changes in bacterial community composition as well as a significant decrease in bacterial diversity. The impairment of the stabilization potential of bacterial biofilm under even low, environmentally relevant TCS levels is of concern since the resistance of sediments to erosive forces has large implications for the dynamics of sediments and associated pollutant dispersal. In addition, the surface adhesive capacity of the biofilm acts as a sensitive measure of ecosystem effects

Role of Staphylococcus aureus surface proteins in experimental endocarditis

Résumé Le staphylocoque doré est un pathogène responsable d'une grande variété de maladies chez l'être humain. Il est extrêmement bien équipé de facteurs de virulence, dont les adhésines. Jusqu'à présent, 21 protéines liant des composants de tissus de l'hôte ("microbial surface components reacting with adherence matrix molecules, MSCRAMM") ont été identifiées, par exemple le "clumping factor" A (CIfA) ou la "fibronectin-binding protein" A (FnBPA). Néanmoins, pour la plupart de ces protéines, leur rôle dans la pathogénie des infections à staphylocoque doré reste à être élucidé. Le but de cette thèse est de contribuer à ce processus. Premièrement, les "MSCRAMM" CIfA, CIfB, FnBPA, FnBPB, Cna, SpA, Pls, SdrC, SdrD, SdrE, SasD, SasE, SasF, SasG, Sasl, SasJ et SasK ont été exprimés dans une bactérie substitut, Lactococcus lactis, et testés pour leurs propriétés adhésives et leur pathogénicité dans un modèle d'endocardite expérimentale (voir chapitre 1). Cette technique a préalablement été utilisée avec succès et a l'avantage d'éviter le contexte complexe des redondances et systèmes de régulations propres au staphylocoque doré. Les résultats montrent que, de tous les facteurs de virulence testés, seuls CIfA et FnBPA sont d'importance primordiale dans le développement d'endocardite expérimentale. En ce qui concerne l'internalisation dans les cellules endothéliales, seulement FnPBA et FnBPB en sont capables. En outre, l'adhérence à chacun des ligands testés (fibrinogène, fibronectine, kératine, élastine, collagène, et les caillots de fibrine et plaquettes) est très spécifique et est médiée par une ou plusieures adhésines provenant du staphylocoque doré. Par conséquence, ces protéines pourraient représenter des cibles potentielles pour de futures thérapies anti-adhésives contre le staphylocoque doré. Deuxièmement, l'expression des facteurs de virulence décrits dans le chapitre 1 par les souches recombinantes de lactocoques a été vérifiée par une nouvelle méthode utilisant la spectrométrie de masse (voir chapitre 2). L'expression de toutes ces protéines par les souches recombinantes a pu être confirmée. Cette méthode pourrait être de grande valeur dans la vérification de la présence de protéines quelconques dans toutes sortes d'applications. Troisièmement, deux facteurs de virulence du staphylocoque, CIfA et une forme tronquée de FnBPA, ont été exprimés de façon simultanée dans une souche recombinante de lactocoque (voir chapitre 3}. Contrairement à une souche exprimant la FnBPA entière, une souche exprimant la forme tronquée de FnPBA, qui ne contient plus le domaine capable de lier le fibrinogène, perd complètement sa capacité d'infecter dans le modèle d'endocardite expérimentale. Par contre, il est montré que, en cas de complémentation de la forme tronquée de FnPBA avec le domaine de liaison au fibrinogène de CIfA dans la souche double recombinante, le phénotype intégral de FnBPA est récupéré. En conséquence, les facteurs de virulence sont capables de coopérer dans le but de la pathogénie des infections à staphylocoque doré. Summary Staphylococcus aureus is a human pathogen causing a wide variety of disease. It is extremely well equipped with both secreted and surface-attached virulence factors, which can act as adhesins to host tissues. In total, twenty-one microbial surface components reacting with adherence matrix molecules (MSCRAMMs) have been identified, so far. These include well-characterized adhesins such as clumping factor A (CIfA) or fibronectin-binding protein A (FnBPA). However, for most of them their potential role in the pathogenesis of staphylococcal infections remains to be elucidated. This has been attempted in this thesis work. Firstly, the staphylococcal MSCRAMMs CIfA, CIfB, FnBPA, FnBPB, Cna, SpA, Pls, SdrC, SdrD, SdrE, SasD, SasE, SasF, SasG, Sasl, SasJ, and SasK have been expressed in a surrogate bacterium, Lactococcus lactis, and tested for their in vitro adherence properties and their pathogenicity in the rat model of experimental endocarditis (see chapter 1). This model has successfully been used previously, and has the advantage of bypassing the complex S. aureus background of redundancies and differential regulation. Here, it is shown that of the seventeen tested potential virulence factors, only CIfA and FnBPA are critical for the pathogenesis of experimental endocarditis in rats, while internalization into bovine endothelial cells is mediated exclusively by FnBPA and FnBPB. In addition, the adherence to specific host ligands (fibrinogen, fibronectin, keratin, elastin, collagen, and fibrin-platelet clots) is highly specific and mediated by one or few staphylococcal adhesins, respectively. Thus, these surface proteins may represent potential targets for an anti-adhesive strategy against S. aureus infections. Secondly, the expression of the staphylococcal proteins by L. lactis recombinants described in chapter 1 was tested by a novel method using mass spectrometry (see chapter 2). The expression of all the staphylococcal proteins by the respective recombinant lactococcal strain could be confirmed. This method may prove to be of great value in the confirmation of the presence of any given protein in various experimental settings. Thirdly, two staphylococcal virulence factors, CIfA and a truncated form of FnBPA, were expressed simultaneously in one recombinant lactococcal strain (see chapter 3). In contrast to a recombinant strain expressing full-length FnPBA, a recombinant strain expressing a truncated FnPBA, lacking the domain capable of binding fibrinogen, completely lost infectivity in experimental endocarditis. However, it is shown that the complementation of the truncated form of FnBPA with the fibrinogenbinding domain of CIfA in a double recombinant strain results in the recovery of the complete phenotype of full-length FnBPA. Thus, virulence factors can cooperate in the pathogenesis of staphylococcal infections.

Fibrinmatrix erhöht Adhärenz von regenerativen peripheren Nervenzellen [Fibrin matrix enhances adherence of peripheral nerve regenerative cells]

Optimal seeding of a nerve conduit with cells is a core problem in tissue engineering of constructing an artificial nerve substitute to gap lesions in the peripheral nerve system. An ideal nerve gap substitute would have to present an equally distributed number of cells that can activate the regrowing axons. This work shows a new in vitro technique of two-step seeding of cells inside a conduit and on layered mats that allows a valuable targeting of the cells and a proven survival in the environment of poly-3-hydroxybutyrate (PHB) conduits. The technique uses two components of diluted fibrin glue Tisseel. Initially, the chosen area on the mat was coated with thrombin followed from the seeding of a fibrinogen-cell compound. Using Sprague Dawley rat cells, we could demonstrate with immunohistochemistry (S100, DAPI) techniques that undifferentiated (uMSC) and Schwann cells (SC) mimicking differentiated mesenchymal stem cells (dMSC) as well as SC can be suspended and targeted significantly better in dissolvable diluted fibrin glue than in growth medium. Analysis showed significantly better values for adherence (p < 0.001) and drop off (p < 0.05) from seeded cells. Using this two-step application allows the seeding of the cells to be more precise and simplifies the handling of cell transplantation.

Feeding and arrestment responses of Diabrotica speciosa to cucurbitacin-content formulations

The objective of this work was to evaluate arrestant and stimulant feeding effects on Diabrotica speciosa (Ger.), using cucurbitacin-content starch-based formulations prepared with varying starch sources, and adding potassium lignate. In a glass slide assay, the wash off resistance of formulations was compared. Potassium lignate did not improve wash off resistance. Lagenaria vulgaris L. powder, in which cucurbitacin B concentration was determined as 0.28%, was added to the most adhesive formulation. The resultant material was used in a two-choice assay in which leaves of common bean, Phaseolus vulgaris L., treated with concentrations of 2.5%, 5%, 10%, 15% and 20% were offered to insects together with untreated control leaves. Greater number of insects and leaves consumed were found on leaves treated with cucurbitacin-content formulation (2.5%, 5% - greatest response -, 10% and 15% concentrations) than on untreated control leaves. The concentration, in which responses were higher, was sprayed in a bean field at 1,000, 1,900 and 3,000 g ha-1. Greater number of beetles was found in plots treated with the highest dosage, 3 and 6 days after spraying. Ten days after spraying, no significant differences were found among dosages, probably due to washoff of the bait.

A randomised controlled pilot study comparing Mepitel(®) and SurfaSoft(®) on paediatric donor sites treated with Recell(®).

This randomized controlled pilot study examined the effects of a silicone net dressing (Mepitel(®)) and a monofilament polyamide woven dressing (SurfaSoft(®)) on the rate of epithelialisation and epidermal maturation, pain, and ease of dressing removal on paediatric donor sites treated with epithelial cell suspension (ReCell(®)). Fifteen children (1-15 years) admitted for acute or reconstructive burns procedures in a tertiary referral hospital in Australia were randomly assigned to the experimental group, Mepitel(®) (n=8) and to the control group, SurfaSoft(®) (n=7). All donor sites were treated with ReCell(®) and covered with the assigned dressing. Measurements of rate of epithelialisation and epidermal maturation, pain, and ease of dressing removal were recorded every two days until the wound was healed. Results showed that there was no difference in the rate of epidermal maturation between the two groups. Less pain and force to remove the dressing was shown in the Mepitel(®) group when compared to SurfaSoft(®). The rate of epithelialisation was found to be an unreliable measure. Although additional research is required to support the results of this study, these results suggest that Mepitel's(®) pliable, self-adhesive and atraumatic properties may improve healing of ReCell(®) treated donor sites with less pain at dressing changes. This pilot study provides a strong base for further research in this area.

Alkali Content of Fly Ash – Measuring and Testing Strategies for Compliance, TR-628, 2015

Sodium and potassium are the common alkalis present in fly ash. Excessive amounts of fly ash alkalis can cause efflorescence problems in concrete products and raise concern about the effectiveness of the fly ash to mitigate alkali-silica reaction (ASR). The available alkali test, which is commonly used to measure fly ash alkali, takes approximately 35 days for execution and reporting. Hence, in many instances the fly ash has already been incorporated into concrete before the test results are available. This complicates the job of the fly ash marketing agencies and it leads to disputes with fly ash users who often are concerned with accepting projects that contain materials that fail to meet specification limits. The research project consisted of a lab study and a field study. The lab study focused on the available alkali test and how fly ash alkali content impacts common performance tests (mortar-bar expansion tests). Twenty-one fly ash samples were evaluated during the testing. The field study focused on the inspection and testing of selected, well documented pavement sites that contained moderately reactive fine aggregate and high-alkali fly ash. A total of nine pavement sites were evaluated. Two of the sites were control sites that did not contain fly ash. The results of the lab study indicated that the available alkali test is prone to experimental errors that cause poor agreement between testing labs. A strong (linear) relationship was observed between available alkali content and total alkali content of Class C fly ash. This relationship can be used to provide a quicker, more precise method of estimating the available alkali content. The results of the field study failed to link the use of high-alkali fly ash with the occurrence of ASR in the various concrete sites. Petrographic examination of the pavement cores indicated that Wayland sand is an ASR-sensitive aggregate. This was in good agreement with Iowa DOT field service records. It was recommended that preventative measures should be used when this source of sand is used in concrete mixtures.