Human traces in urban places.

Over the last two centuries many major cities have undergone large-scale modernisation that has led to the growing sense of homogenisation associated with such locales across the globe. The fractal logic that is at the heart of so many urban settings, where the whole system is made up of parts that are identical to the whole, seems to serve in making anonymous everyday experiences. Public transport and its corresponding street furniture, if thoughtfully designed and planned, has the potential to form an integral element in the promotion of a sense of identity, interconnectedness and flow within a city. Furthermore, bus stops, benches, litter bins, curb-sides, posts and pavements, to mention a few, offer interesting cases to consider how people truly engage with contemporary urban spaces. These objects—part of routine and made familiar—are elements of daily lives that are ingredients towards visual and multi-modal experiences. In addition, these are places where individuals encounter sociality and materiality in ordinary and sometimes extraordinary ways. This paper uses a visual ethnographic approach towards exploring the human traces of routine activities that have an impact on the cityscape. An Investigation of these details found within the urban landscape lead us towards understanding how we engage with and navigate cities. This is essentially an urban archaeological study that looks to reveal how non-designed phenomenon in urban places can contribute to our image of a city, providing a reflection on homogeneity within the built environment. Our visual ethnography focuses on six major cities: two each in Britain, Europe and North America. The findings of this work illustrate through visual analyses three key characteristics: first, how urban spaces are transformed intentionally and unintentionally; second, how transformations are practical, functional, beautiful and sometimes ridiculous; third, how transformations reveal values around visual and multi-modal experiences inherent to people.

Vitalidade no centro antigo Teresina, Piauí Praça Marechal Deodoro: uma intervenção contemporânea em área de valor patrimonial

This study deals with the discussions of contemporary interventions in public spaces in areas of heritage value. The product of this dissertation is an Intervention Project to Marechal Deodoro Square located in Teresina/PI center. The starting point for understanding the theme of this study is to investigate the accessibility and vitality of a public space - through relationship between form and uses. The spatial properties of accessibility and visibility as well as the distribution of land use - factors were associated with distinct patterns of vitality - and compared to usage patterns observed in situ and statements from users obtained through the results of the questionnaires. In attention to questions about the building constructed, particularly in historical centers, considers the guidelines to define intervention strategies in the square, consisted in the development of simulations that after evaluation of results of redesign, was chosen the best option to meet the necessary requirements to the performance, considering the spatial properties of integration and visibility that meet these requirements. Therefore, the "Intervention Project" carried out for the Marechal Deodoro Square characterization proposed items are discussed: spatial structure, vegetation, road network, pavements, street furniture and lighting

Efeitos da adição da cal hidratada na estabilização de um solo sedimentar para pavimentação urbana na região de Curitiba

Urban paving is of paramount importance for a city, both socioeconomic and in quality of life. The urban flooring not different so-called road surface are constituted by a set of horizontal layers, overlaid on the ground, which have the main function of supporting the actions induced by the vehicle redistributing the stresses transmitted to the ground. Soils are important materials for the execution of paving, mainly because they are part of the basic structure of the floor and mostly be available in abundance, with a very low cost, however, their properties usually do not meet the requirements necessary to perform the floor. The soil stabilization for the implementation of urban pavement bases and sub-bases is an increasingly important aspect in the current situation, because always there is the concern with the environment, and there is now the clear awareness that every effort should be made to minimize the effects caused by the exploitation of deposits and deposition of material. In this sense this work presents the effects of adding different proportions of lime to stabilize a sedimentary soil sample from the urban area of the city of Curitiba. It selected a sample quantity of soil in the region to study the stabilization insertion of hydrated lime type (CHIII) powder. The two variables in the study are related to the content of lime mixed with the soil at 0% percentages of 3%, 6%, 8% and 16%, and cure times at which these mixtures were subjected to (0, 7, 14, 28 and 56 days). The tested mixtures were prepared from dosages defined by two methods: one checking the chemical behavior of the samples by means of changes in pH values, and the second analyzing the mechanical behavior through the RCS values. It has been found that the chemical stability analyzed by addition of lime, provided an average increase of RCS in most soil samples studied, because of some physical and chemical characteristics thereof. For mixtures with 6%, 8% and 16% of lime after 28 days of curing, the average RCS was 0,57 MPa, 1,06 MPa and 2,37 MPa, respectively, for the normal proctor, and as for intermediate proctor, in the same curing time and on the same percentages RCS results were 0,54 MPa, 1,04 MPa and 2,71 MPa, respectively. In global terms, the soil-lime mixtures studied showed acceptable behavior by law to use as layers of sub-base. However, only the mixture with 16% of lime, at 28 days, is recommended for use on floors bases. Even so, the mixtures studied constitute a good alternative economic and socio-environmental.

Correlação entre as propriedades mecânicas de materiais impermeabilizantes a base de elastômeros de poliuréia e poliuretano com o desempenho do sistema aplicado em lajes estruturais

Dissertação (mestrado)—Universidade de Brasília, Faculdade de Tecnologia, Departamento de Engenharia Civil e Ambiental, Programa de Pós-graduação em Estruturas e Construção Civil, 2015.

Assessment and Life-Cycle Analysis of Recycled Materials for Sustainable Highway

Recycled materials replacing part of virgin materials in highway applications has shown great benefits to the society and environment. Beneficial use of recycled materials can save landfill places, sparse natural resources, and energy consumed in milling and hauling virgin materials. Low price of recycled materials is favorable to cost-saving in pavement projects. Considering the availability of recycled materials in the State of Maryland (MD), four abundant recycled materials, recycled concrete aggregate (RCA), recycled asphalt pavement (RAP), foundry sand (FS), and dredged materials (DM), were studied. A survey was conducted to collect the information of current usage of the four recycled materials in States’ Department of Transportation (DOTs). Based on literature review, mechanical and environmental properties, recommendations, and suggested test standards were investigated separately for the four recycled materials in different applications. Constrains in using these materials were further studied in order to provide recommendations for the development of related MD specifications. To measure social and environmental benefits from using recycled materials, life-cycle assessment was carried out with life-cycle analysis (LCA) program, PaLATE, and green highway rating system, BEST-in-Highway. The survey results indicated the wide use of RAP and RCA in hot mix asphalt (HMA) and graded aggregate base (GAB) respectively, while FS and DM are less used in field. Environmental concerns are less, but the possibly low quality and some adverse mechanical characteristics may hinder the widely use of these recycled materials. Technical documents and current specifications provided by State DOTs are good references to the usage of these materials in MD. Literature review showed consistent results with the survey. Studies from experimental research or site tests showed satisfactory performance of these materials in highway applications, when the substitution rate, gradation, temperature, moisture, or usage of additives, etc. meet some requirements. The results from LCA revealed significant cost savings in using recycled materials. Energy and water consumption, gas emission, and hazardous waste generation generally showed reductions to some degree. Use of new recycled technologies will contribute to more sustainable highways.

RESILIENCE OF NETWORKED INFRASTRUCTURE WITH EVOLVING COMPONENT CONDITIONS: A PAVEMENT NETWORK APPLICATION

This thesis deals with quantifying the resilience of a network of pavements. Calculations were carried out by modeling network performance under a set of possible damage-meteorological scenarios with known probability of occurrence. Resilience evaluation was performed a priori while accounting for optimal preparedness decisions and additional response actions that can be taken under each of the scenarios. Unlike the common assumption that the pre-event condition of all system components is uniform, fixed, and pristine, component condition evolution was incorporated herein. For this purpose, the health of the individual system components immediately prior to hazard event impact, under all considered scenarios, was associated with a serviceability rating. This rating was projected to reflect both natural deterioration and any intermittent improvements due to maintenance. The scheme was demonstrated for a hypothetical case study involving Laguardia Airport. Results show that resilience can be impacted by the condition of the infrastructure elements, their natural deterioration processes, and prevailing maintenance plans. The findings imply that, in general, upper bound values are reported in ordinary resilience work, and that including evolving component conditions is of value.

Evaluación de la exposición al ruido industrial en los trabajadores de una planta de asfalto, en la provincia del Azuay y propuesta de plan de control

El presente trabajo se realizó en una Planta de Hormigón Asfáltico, donde se realizó el estudio del ruido como factor de riesgo bajo las perspectivas de: Salud Ocupacional, Seguridad e Higiene Industrial. Este enfoque holístico, define la influencia que éste riesgo laboral ejerce sobre la pérdida de agudeza auditiva. Se estableció inicialmente el marco teórico y legal vigente sobre el ruido, posteriormente se describió la metodología de estudio, operatividad de variables, y la muestra a estudiar. Luego se procedió a la caracterización de la población y área estudiada, así como las actividades productivas. Dentro de la Higiene Industrial, se monitoreó la exposición del nivel de presión sonora, se realizó el comparativo con el nivel permisible (TWA 8 horas) establecido en el “Reglamento de Seguridad y Salud de los Trabajadores”, D.E. 2393. En términos de Seguridad Industrial, se analizó el equipo de protección personal EPP utilizado, y las variables determinantes. En el ámbito de Salud Ocupacional, se estudió: características personales de trabajadores, patologías relacionadas con sordera, y un cuestionario de exposición al ruido. Finalmente se determinó la existencia de sobreexposición a ruido laboral en la empresa objeto de estudio, mediante el estudio del estado de salud auditiva de los colaboradores se determinó la gran incidencia de personal sano y finalmente se determinó las medidas de control a implementarse enfatizadas a la realidad descubierta en el presente estudio, las que incluyen cambios en equipos y maquinaria, buenas prácticas de trabajo, planes de adiestramiento y capacitación en todo el personal entre otros.

Influência de situações não conformes devidas à colocação do betãode base em lajes com aplicação de endurecedores de superfície

Segundo estudos anteriores, por vezes verificam-se problemas de delaminação e fissuração em pavimentos com a aplicação de endurecedores de superfície, principalmente em condições de vento e/ou calor. Estes fenómenos muitas vezes provêm de outros fatores que não só as condições climatéricas, ou seja, os problemas podem começar no betão de base, associados algumas vezes a situações menos corretas na sua elaboração e aplicação. Por este motivo, nesta dissertação ir-se-á analisar qual a influência do betão de base quando se produz um conjunto de não­conformidades em obra, nomeadamente ao nível da colocação do betão de base. A partir dos resultados obtidos foi possível verificar que nem todas as situações de não­conformidade obtiveram maus resultados na ligação endurecedor/betão. /ABSTRATC: According to previous studies, problems with delamination and cracking in pavements with surface hardener have been found, especially in windy conditions and/or heat. But these phenomenons often come from other factors, problems can start at the concrete base, sometimes associated to situations where there is an incorrect design and implementation and for this reason this thesis will analyze the influence of the concrete base when it produces a set of non-conformities in work, particularly in terms of placement of the concrete base. Based on what has been reported by several companies a set of tests has established. From the obtained results it was verified that not all situations of non-compliance showed poor results in the connection of the surface hardener I concrete.

Vitalidade no centro antigo Teresina, Piauí Praça Marechal Deodoro: uma intervenção contemporânea em área de valor patrimonial

This study deals with the discussions of contemporary interventions in public spaces in areas of heritage value. The product of this dissertation is an Intervention Project to Marechal Deodoro Square located in Teresina/PI center. The starting point for understanding the theme of this study is to investigate the accessibility and vitality of a public space - through relationship between form and uses. The spatial properties of accessibility and visibility as well as the distribution of land use - factors were associated with distinct patterns of vitality - and compared to usage patterns observed in situ and statements from users obtained through the results of the questionnaires. In attention to questions about the building constructed, particularly in historical centers, considers the guidelines to define intervention strategies in the square, consisted in the development of simulations that after evaluation of results of redesign, was chosen the best option to meet the necessary requirements to the performance, considering the spatial properties of integration and visibility that meet these requirements. Therefore, the "Intervention Project" carried out for the Marechal Deodoro Square characterization proposed items are discussed: spatial structure, vegetation, road network, pavements, street furniture and lighting

Comportamento mecânico de um agregado reciclado a partir de resíduos de construção e demolição submetido a carregamentos cíclicos

Tese (doutorado)—Universidade de Brasília, Faculdade de Tecnologia, Programa de Pós-Graduação em Geotecnia, 2016.

Pavement cafes as the activity zone in the social life of neighbourhood centres

This paper reports the findings from a research project that examines the relationship between urban design and the physical environment, and aspects of social and communal life in suburbs. Australian suburbs are perceived to be lacking in vitality and sociability. To address this, three suburban commercial streets were selected for investigation. Through documents and maps of the residents’ activities and behaviour, this study aims to identify the popular zones of activity and investigate the physical characteristics that encourage a sociable atmosphere in activity zones. The observation of activities in the three streets has been registered in tables relative to the date and time of occurrence. According to the behavioural mappings, the zones of activity are mostly shaped around pavement cafes and popular everyday food stores. Since more than half the activities have been observed to be initiated from the pavement cafes, this paper will investigate how the physical qualities of commercial streets such as the width of the pavements, personalization, soft edges and greenery have contributed to the pavement café culture in the selected neighbourhood centres.

Exploration of Ground Penetrating Radar and Time Domain Reflectometry Methods for the Determination of Pavement Dielectric Constant

Traditionally, densities of newly built roadways are checked by direct sampling (cores) or by nuclear density gauge measurements. For roadway engineers, density of asphalt pavement surfaces is essential to determine pavement quality. Unfortunately, field measurements of density by direct sampling or by nuclear measurement are slow processes. Therefore, I have explored the use of rapidly-deployed ground penetrating radar (GPR) as an alternative means of determining pavement quality. The dielectric constant of pavement surface may be a substructure parameter that correlates with pavement density, and can be used as a proxy when density of asphalt is not known from nuclear or destructive methods. The dielectric constant of the asphalt can be determined using ground penetrating radar (GPR). In order to use GPR for evaluation of road surface quality, the relationship between dielectric constants of asphalt and their densities must be established. Field measurements of GPR were taken at four highway sites in Houghton and Keweenaw Counties, Michigan, where density values were also obtained using nuclear methods in the field. Laboratory studies involved asphalt samples taken from the field sites and samples created in the laboratory. These were tested in various ways, including, density, thickness, and time domain reflectometry (TDR). In the field, GPR data was acquired using a 1000 MHz air-launched unit and a ground-coupled unit at 200 and 500 MHz. The equipment used was owned and operated by the Michigan Department of Transportation (MDOT) and available for this study for a total of four days during summer 2005 and spring 2006. The analysis of the reflected waveforms included “routine” processing for velocity using commercial software and direct evaluation of reflection coefficients to determine a dielectric constant. The dielectric constants computed from velocities do not agree well with those obtained from reflection coefficients. Perhaps due to the limited range of asphalt types studied, no correlation between density and dielectric constant was evident. Laboratory measurements were taken with samples removed from the field and samples created for this study. Samples from the field were studied using TDR, in order to obtain dielectric constant directly, and these correlated well with the estimates made from reflection coefficients. Samples created in the laboratory were measured using 1000 MHz air-launched GPR, and 400 MHz ground-coupled GPR, each under both wet and dry conditions. On the basis of these observations, I conclude that dielectric constant of asphalt can be reliably measured from waveform amplitude analysis of GJPR data, based on the consistent agreement with that obtained in the laboratory using TDR. Because of the uniformity of asphalts studied here, any correlation between dielectric constant and density is not yet apparent.

STIP Statewide Transportation Improvement Program 2017-2022

The South Carolina Statewide Transportation Improvement Program is the six-year transportation improvement program for all projects and program areas receiving federal funding, including pavements, bridges, upgrades, freight, safety, congestion mitigation and air quality, transportation alternatives program, railroad crossings, planning, State Infrastructure Bank payments, preventative maintenance and operations, and public transportation. The STIP is formatted to include summaries of statewide programming, as well as project information by county. In addition, regional project tables are included to account for multi-jurisdictional projects.

Analyse de profils de chaussées: Effet du gel saisonnier et de la dégradation du pergélisol

Des techniques adaptées aux contextes routiers sont nécessaires pour maintenir et réhabiliter des chaussées construites sur pergélisol ou en contexte de gel saisonnier. Plusieurs problématiques peuvent engendrer une augmentation des coûts de réparation et entretien, une diminution de la durée de vie des chaussées et des problèmes reliés à la sécurité des usagers de la route. L’objectif du projet consiste donc à élaborer un outil d’aide à la décision, qui contribuerait à localiser les zones sensibles au gel saisonnier et à la dégradation du pergélisol, à discerner les causes de dégradation des chaussées dues au gel saisonnier et à sélectionner les meilleures stratégies d’atténuation et de réfection à moindre coût. Le projet de recherche est divisé en deux volets distincts. Le premier volet traite des problématiques de gel de chaussées en contexte de gel saisonnier. Actuellement, il existe des méthodes de diagnostic qui permettent de détecter les endroits où un problème de gélivité est susceptible d’être présent. Par contre, ces méthodes ne permettent pas de discerner si le problème de gel est en profondeur ou en surface de la chaussée; en d’autres mots si le problème est lié à un soulèvement différentiel du sol ou à un soulèvement de fissures. De plus, les méthodes utilisées ne sont pas adaptées aux chaussées en contexte municipal. Selon les problématiques connues de certains sites, il a été possible de développer un abaque permettant de différencier si la problématique de gel se situe en surface ou en profondeur dans une chaussée. Puis, une analyse d’imagerie 3D a été réalisée pour complémenter l’abaque créé. À l’aide de cette technologie, une nouvelle méthode sera mise au point pour détecter des problématiques de gel grâce aux profils transversaux. Le deuxième volet porte sur les chaussées construites sur pergélisol. Les méthodes actuelles de détection de la dégradation du pergélisol sous les chaussées manquent de précision et ont besoin d’être raffinées, surtout dans le contexte actuel de réchauffement climatique. Pour ce faire, trois sites d’essais ont été étudiés sur l’Alaska Highway au Yukon. En fonction de différentes analyses telles que des analyses de profils longitudinaux, de la densité spectrale et de longueurs d’onde, des tendances ont été décelées pour caractériser l’instabilité du pergélisol.

Plan estrategico en el area de ventas

Esta es una empresa colombiana que hace parte del sector de la metalmecánica, fue creada con capital nacional y fundada en los años 70´s. Paso de ser una pequeña empresa de asesorías técnicas y de producción de pequeños equipos, al desarrollo de una nueva línea de productos que abarcan la fabricación de todos los equipos que tienen que ver con la maquinaria pesada, sin incluir la maquinaria amarilla. A pesar de las diferentes crisis económicas por las que ha pasado Colombia, esta empresa ha logrado sobrevivir. Actualmente los diferentes TLC que se han firmado, han llevado a que los competidores aumenten de forma significativa, esto se vea reflejado en el movimiento de las ventas en el transcurso de los años. Este proyecto busca desarrollar un plan estratégico en el área de ventas de la empresa que le permita volver a captar la cantidad de negocios y clientes que solía tener hace unos años. Esto será basándonos en la elaboración de una estrategia clave, que nos permita prolongar la perdurabilidad de la empresa en el mercado, producto de un respectivo conocimiento detallado del servicio y del producto que ofrece la empresa, seguido de un análisis enfocado tanto en los clientes potenciales de la empresa para saber sus razones de no compra, como en el comportamiento del mercado y la competencia analizando temas de carácter financiero (P&G).