Aggregation of liposomes induced by calcium: A structural and kinetic study

In this work, the calcium-induced aggregation of phosphatidylserine liposomes is probed by means of the analysis of the kinetics of such process as well as the aggregate morphology. This novel characterization of liposome aggregation involves the use of static and dynamic light-scattering techniques to obtain kinetic exponents and fractal dimensions. For salt concentrations larger than 5 mM, a diffusion-limited aggregation regime is observed and the Brownian kernel properly describes the time evolution of the diffusion coefficient. For slow kinetics, a slightly modified multiple contact kernel is required. In any case, a time evolution model based on the numerical resolution of Smoluchowski's equation is proposed in order to establish a theoretical description for the aggregating system. Such a model provides an alternative procedure to determine the dimerization constant, which might supply valuable information about interaction mechanisms between phospholipid vesicles.

Minimum VMA in HMA Based on Gradation and Volumetric Properties, MLR-95-7, 1996

The use of voids in the mineral aggregate (VMA) criteria for proper mix design of hot mix asphalt (HMA) mixtures is a time honored and fairly successful tool. Recent developments in the field of asphalt mix design have encouraged the use of mixtures with a coarse aggregate structure to resist the affect of heavy traffic loads. By using the equations presented, which account for both aggregate gradation and the volumetric properties of the materials, the mix designer is able to judge the proper VMA requirement for each unique blend of materials. By applying the new equations, the most economical mix may be selected without great risk of reduced durability. Supporting data from field application is presented to illustrate the use of the equations.

Role of β-TrCP1, variant and homologue in HIV-1 life cycle

Summary The CD4 molecule plays a key role in AIDS pathogenesis, it is required for entry of the virus into permissive cells and its subsequent down-modulation of the cell surface is a hallmark of HN-1 infected cells. The virus encodes no less than three proteins that participate in this process: Nef, Vpu and Env. Vpu protein interacts with CD4 within the endoplasmic reticulum of infected cells, where it targets CD4 for degradation through the interaction with a cellular protein named ß-TrCP1. This F-box protein functions as the substrate recognition subunit of the SCF ß-Trcr E3 ubiquitin ligase, which normally induce the ubiquitination and subsequent degradation of various proteins such as ß-catenin and IxBa. Mammals possess a homologue of ß-TrCP1, HOS, also named ß-TrCP2 which has a cytoplasmic subcellular distribution. Structural analysis of the ligand-binding domain of both homologues shows striking surface similarities. Both F-box proteins have a redundant role in a number of cellular processes; however the potential role of ß-TrCP2 in HIV-1 infected cells has not been evaluated. In the present study, we assessed the existence of génetic variants of BRTC, encoding ß-TrCP1, and evaluated whether these variants would affect CD4 down-modulation. Additionally, we determined whether ß-TrCP2 shares with its homologue structural and functional properties that would allow it to bind Vpu, modulate CD4 expression, and thus participate in HN-1 pathogenesis. We identified a single nucleotide polymorphism present in the human population with an allelic frequency of 0.03 that leads to the substitution of alanine 507 by a serine. However, we showed by transient transfection in HeLa CD4+ cells that this variant behaves as ß-TrCP1 with respect to CD4 down-modulation. We established transient expression systems in HeLa CD4+ cells to test whether ß-TrCP2 is implicated in Vpu-mediated CD4 down-modulation. We show by coimmunoprecipitation experiments that ß-TrCP2 binds Vpu and is able to induce CD4 down-modulation as efficiently as ß-TrCP1. In two different cell lines, HeLa CD4+ and Jurkat, Vpu-mediated CD4 down-modulation could not be completely reversed through the silencing of endogenous ß-TrCP 1 or ß-TrCP2 individually, but required both genes to be silenced simultaneously. We evaluated the role of ß-TrCP1 and ß-TrCP2 in HIV-1 life cycle using silencing prior to actual viral infection. Both ß-TrCP1 and ß-TrCP2 contributed to CD4 down-modulation during aone-cycle viral infection iri Ghost cells. In addition, the combined silencing of both homologues in the absence of env and nef reversed CD4 down-modulation, showing that ß-TrCP 1 and ß-TrCP2 represent the main and additive effectors of HIV-1 encoded Vpu. In addition, we showed that silencing of ß-TrCPI but not ß-TrCP2 induced a decrease of HIV-1 LTR-driven expression. In a transient transfection system with Tat and a LTR luciferase reporter, both homologues modulated LTR-driven expression. The present study revealed that ß-TrCP2 represents a novel protein participating in HIV-1 cycle and complete comprehension of the complex interplay occurring between the two F-Box will improve our understanding of HIV-1 infection. Résumé La molécule CD4 joue un rôle clef dans la pathogenèse du SIDA ; elle est requise pour l'entrée du virus dans les cellules permissives et la diminution de sa concentration au niveau de la surface cellulaire est une importante caractéristique des cellules infectées par le VIH-1. Le virus encode pas moins de trois protéines qui participent à ce processus Nef, Vpu et Env. La protéine Vpu lie CD4 au niveau du réticulum endoplasmique et induit sa dégradation en interagissant avec une protéine cellulaire nommée ß-TrCP 1. Cette protéine de type F-Box est une sous unité du complexe ubiquitine-ligase E3 SCFß-TrCP. Elle permet la reconnaissance du substrat par le complexe qui induit l'ubiquitination et la subséquente dégradation de diverses protéines cellulaires comme la ß-catenin ou IκBα. Les mammifères possèdent un homologue à ß-TrCP1appelé ß-TrCP2 (ou HOS). L'analyse comparative du domaine permettant la reconnaissance des substrats des deux homologues montre de frappantes similarités. Le rôle de ß-TrCP2 dans le cycle viral du VIH-1 n'a pas encore été évalué. Lors de cette étude, nous avons recherché l'existence de variants génétique de BTRC (codant pour ß-TrCP1) et nous avons évalué si ces variants pourraient affecter la dégradation des molécules CD4 induite par le virus. Nous avons ainsi identifié un polymorphisme présent dans la population humaine avec une fréquence allélique de 0.03 qui consiste en une substitution de l'alanine 507 par une sérine. Nous avons cependant montré par transfection dans des cellules HeLa CD4+ que ce variant se comporte comme ß-TrCP 1 en ce qui concerne la modulation de CD4. De plus, nous avons déterminé si ß-TrCP2 partageait avec son homologue des propriétés structurelles et fonctionnelles qui lui permettraient de lier Vpu, moduler la concentration de CD4 et ainsi prendre part à la pathogenèse du SIDA. Pour ce faire, nous avons établi un système d'expression temporaire dans des cellules HeLa CD4+. Par co-immunoprécipitation, nous avons montré que ß-TrCP2 lie Vpu et est capable d'induire la dégradation de CD4 aussi efficacement que ß-TrCP1. Dans deux différentes lignées cellulaires, HeLa CD4+ et Jurkat, la dégradation de CD4 n'a pu être complètement inhibée par le silencing individuel de ß-TrCP 1 ou ß-TrCP2, mais nécessitait le silencing simultané des 2 gènes. Nous avons évalué le rôle des deux homologues dans le cycle viral du VIH-1 en infectant des cellules Ghost avec le virus après avoir effectué un silencing des deux protéines. Nous avons ainsi montré que ß-TrCP 1 et ß-TrCP2 contribuent de manière additive à la dégradation de CD4 induite par une infection du VIH-1. Le silencing combiné des deux homologues inhiba complètement cette dégradation en l'absence de env et nef, prouvant qu'aucune autre voie ne participe à ce processus: En outre, nous avons montré que le silencing de ß-TrCP 1 mais pas celui de ß-TrCP2 induisait une diminution de l'expression virale sous contrôle du LTR. Nous n'avons cependant pas été en mesure de reconstituer cet effet en exprimant Tat et un gène reporteur sous contrôle du LTR dans des cellules HeLa CD4+. Le présent travail révèle que ß-TrCP2 représente une nouvelle protéine participant dans le cycle viral du VIH-1. Une complète compréhension de l'effet de chacun des deux homologues sur le cycle viral permettra d'améliorer notre compréhension de l'infection par le VIH-1.

Compositional and Mechanical Properties of Carbonate Rocks, HR-110, 1967

The research project, HR-110, was begun in the fall of 1964 to further investigate the compositional and mechanical properties of some of the carbonate rocks used as aggregate in portland cement concrete. Samples were taken only from those portions of the quarries that are used as aggregate in portland cement concrete by the Iowa State Highway Commission except where designated by commission personnel for purposes of evaluation of potential aggregate sources. Where practical, the samples were taken from each bed recognized by the Highway Commission geologists, and in most instances, the thicker beds were sampled at the top, middle, and bottom to detect any lithologic changes that escaped megascopic observation.

Longitudinal Grinding and Transverse Grooving to Improve Frictional and Profile Properties, HR-1035, 1983

There are many miles of portland cement concrete pavement in Iowa that due to normal wear, and in some cases accelerated wear from studded tires, the surface has become polished resulting in less than desirable friction values. Retexturing the surface may be an economical way to re-establish desirable friction values. Retexturing by grinding with diamond blades and transverse grooving with diamond blades are two methods of rehabilitating p.c.c. surfaces. MU Inc. of Lebanan, Tennessee proposed to provide without charge to the Iowa Department of Transportation, one 1500 ft x 12 ft section each of three methods of texturing. They are longitudinal grinding, transverse grooving and longitudinal grinding followed by transverse grooving. A section of 1500 feet is needed to properly evaluate a texturing method. It was decided by Iowa DOT personnel that due to possible differential friction it would be undesirable to texture only one lane. The decision was made to do test sections of 1500 ft x 24 ft with the cost of the additional texturing paid by the Iowa DOT. Iowa also has areas where the p.c.c. pavement has faulted at the joints and cracks which results in poor riding quality. Methods of correcting the faulting are to underseal the pavement where needed and/or grinding the surface to eliminate the faulted areas. It was decided to include in this research project a section for profiling by grinding.

Compositional and Mechanical Properties of Carbonate Rocks, Progress Report, HR-110, 1965

This report briefly describes the progress of HR-110 of the Iowa Highway Research Board.

Effects of soil management systems on soil microbial activity, bulk density and chemical properties

The objective of this experiment was to study the effects of soil management systems on the bulk density, chemical soil properties, and on the soil microbial activity on a Latossolo Vermelho distrófico (Oxisol). Soil samples were collected from plots under the following management conditions: a) natural dense "cerrado" vegetation (savanna); b) degraded Brachiaria decumbens pasture, 20 years old; c) no-tillage treatment with annual crop sequence (bean, corn, soybean and dark-oat in continuous rotation), 8 years old; d) conventional tillage treatment with crop residues added to the soil, and annual crop sequence, 10 years old. The continuous use of no-tillage system resulted in an increase in microbial biomass and decrease in soil basal respiration, therefore displaying evident long-term effects on the increase of soil C content. The no-tillage system also provided an improvement in bulk density and chemical properties of the soil. Hence, the no-tillage management system could be an alternative for the conservation and maintenance of physical and chemical conditions and the productive potential of "cerrado" soils.

Morphological and Magnetic Properties of Superparamagnetic Carbon-Coated Fe Nanoparticles Produced by Arc Discharge.

Spherical carbon coated iron particles of nanometric diameter in the 510 nm range have been produced by arc discharge at near-atmospheric pressure conditions (using 58·10 4 Pa of He). The particles exhibit a crystalline dense iron core with an average diameter 7.4 ± 2.0 nm surrounded by a sealed carbon shell, shown by transmission electron microscopy (TEM), selected-area diffrac- tion (SAED), energy-dispersive X-ray analysis (STEM-EDX) and electron energy loss spectroscopy (EELS). The SAED, EDX and EELS results indicate a lack of traces of core oxidized phases showing an efficient protection role of the carbon shell. The magnetic properties of the nanoparticles have been investigated in the 5300 K temperature range using a superconducting quantum interference device (SQUID). The results reveal a superparamagnetic behaviour with an average monodomain diameter of 7.6 nm of the nanoparticles. The zero field cooled and field cooled (ZFC-FC)magnetization curves show a blocking temperature (TB)at room temperature very suitable for biomedical applications (drug delivery, magnetic resonance imaging MRI, hyperthermia).

Composition, nanostructure, and optical properties of silver and silver-copper lusters

Lusters are composite thin layers of coinage metal nanoparticles in glass displaying peculiar optical properties and obtained by a process involving ionic exchange, diffusion, and crystallization. In particular, the origin of the high reflectance (golden-shine) shown by those layers has been subject of some discussion. It has been attributed to either the presence of larger particles, thinner multiple layers or higher volume fraction of nanoparticles. The object of this paper is to clarify this for which a set of laboratory designed lusters are analysed by Rutherford backscattering spectroscopy, transmission electron microscopy, x-ray diffraction, and ultraviolet-visible spectroscopy. Model calculations and numerical simulations using the finite difference time domain method were also performed to evaluate the optical properties. Finally, the correlation between synthesis conditions, nanostructure, and optical properties is obtained for these materials.

Emergence of Swiss metropole and scaling properties of urban clusters

Defining the limits of an urban agglomeration is essential both for fundamental and applied studies in quantitative and theoretical geography. A simple and consistent way for defining such urban clusters is important for performing different statistical analysis and comparisons. Traditionally, agglomerations are defined using a rather qualitative approach based on various statistical measures. This definition varies generally from one country to another, and the data taken into account are different. In this paper, we explore the use of the City Clustering Algorithm (CCA) for the agglomeration definition in Switzerland. This algorithm provides a systemic and easy way to define an urban area based only on population data. The CCA allows the specification of the spatial resolution for defining the urban clusters. The results from different resolutions are compared and analysed, and the effect of filtering the data investigated. Different scales and parameters allow highlighting different phenomena. The study of Zipf's law using the visual rank-size rule shows that it is valid only for some specific urban clusters, inside a narrow range of the spatial resolution of the CCA. The scale where emergence of one main cluster occurs can also be found in the analysis using Zipf's law. The study of the urban clusters at different scales using the lacunarity measure - a complementary measure to the fractal dimension - allows to highlight the change of scale at a given range.

Microstructure and magnetic properties of Ni50 Mn37 Sn13 Heusler alloy ribbons

The Heusler alloy Ni50 Mn37 Sn13 was successfully produced as ribbon flakes of thickness around 7-10 μm melt spinning. Fracture cross section micrographs in the ribbon show the formation of a microcrystalline columnarlike microstructure, with their longer axes perpendicular to the ribbon plane. Phase transition temperatures of the martensite-austenite transformation were found to be MS =218 K, Mf =207 K, AS =224 K, and Af =232 K; the thermal hysteresis of the transformation is 15 K. Ferromagnetic L 21 bcc austenite phase shows a Curie point of 313 K, with cell parameter a=0.5971 (5) nm at 298 K, transforming into a modulated 7M orthorhombic martensite with a=0.6121 (7) nm, b=0.6058 (8) nm, and c=0.5660 (2) nm, at 150 K

Effect of pruning on tree growth, yield, and wood properties of Tectona grandis plantations in Costa Rica

Abstract

Stochastic inversion of tracer test and electrical geophysical data to estimate hydraulic conductivities.

Quantifying the spatial configuration of hydraulic conductivity (K) in heterogeneous geological environments is essential for accurate predictions of contaminant transport, but is difficult because of the inherent limitations in resolution and coverage associated with traditional hydrological measurements. To address this issue, we consider crosshole and surface-based electrical resistivity geophysical measurements, collected in time during a saline tracer experiment. We use a Bayesian Markov-chain-Monte-Carlo (McMC) methodology to jointly invert the dynamic resistivity data, together with borehole tracer concentration data, to generate multiple posterior realizations of K that are consistent with all available information. We do this within a coupled inversion framework, whereby the geophysical and hydrological forward models are linked through an uncertain relationship between electrical resistivity and concentration. To minimize computational expense, a facies-based subsurface parameterization is developed. The Bayesian-McMC methodology allows us to explore the potential benefits of including the geophysical data into the inverse problem by examining their effect on our ability to identify fast flowpaths in the subsurface, and their impact on hydrological prediction uncertainty. Using a complex, geostatistically generated, two-dimensional numerical example representative of a fluvial environment, we demonstrate that flow model calibration is improved and prediction error is decreased when the electrical resistivity data are included. The worth of the geophysical data is found to be greatest for long spatial correlation lengths of subsurface heterogeneity with respect to wellbore separation, where flow and transport are largely controlled by highly connected flowpaths.

The Prediction of Creep and Shrinkage Properties of Concrete, HR-136, 1970

This report is concerned with the prediction of the long-time creep and shrinkage behavior of concrete. It is divided into three main areas. l. The development of general prediction methods that can be used by a design engineer when specific experimental data are not available. 2. The development of prediction methods based on experimental data. These methods take advantage of equations developed in item l, and can be used to accurately predict creep and shrinkage after only 28 days of data collection. 3. Experimental verification of items l and 2, and the development of specific prediction equations for four sand-lightweight aggregate concretes tested in the experimental program. The general prediction equations and methods are developed in Chapter II. Standard Equations to estimate the creep of normal weight concrete (Eq. 9), sand-lightweight concrete (Eq. 12), and lightweight concrete (Eq. 15) are recommended. These equations are developed for standard conditions (see Sec. 2. 1) and correction factors required to convert creep coefficients obtained from equations 9, 12, and 15 to valid predictions for other conditions are given in Equations 17 through 23. The correction factors are shown graphically in Figs. 6 through 13. Similar equations and methods are developed for the prediction of the shrinkage of moist cured normal weight concrete (Eq. 30}, moist cured sand-lightweight concrete (Eq. 33}, and moist cured lightweight concrete (Eq. 36). For steam cured concrete the equations are Eq. 42 for normal weight concrete, and Eq. 45 for lightweight concrete. Correction factors are given in Equations 47 through 52 and Figs., 18 through 24. Chapter III summarizes and illustrates, by examples, the prediction methods developed in Chapter II. Chapters IV and V describe an experimental program in which specific prediction equations are developed for concretes made with Haydite manufactured by Hydraulic Press Brick Co. (Eqs. 53 and 54}, Haydite manufactured by Buildex Inc. (Eqs. 55 and 56), Haydite manufactured by The Cater-Waters Corp. (Eqs. 57 and 58}, and Idealite manufactured by Idealite Co. (Eqs. 59 and 60). General prediction equations are also developed from the data obtained in the experimental program (Eqs. 61 and 62) and are compared to similar equations developed in Chapter II. Creep and Shrinkage prediction methods based on 28 day experimental data are developed in Chapter VI. The methods are verified by comparing predicted and measured values of the long-time creep and shrinkage of specimens tested at the University of Iowa (see Chapters IV and V) and elsewhere. The accuracy obtained is shown to be superior to other similar methods available to the design engineer.

Growth rate and wood properties of Norway spruce cutting clones on different sites

[Abstract]