Crassostrea patagonica (d'Orbigny, 1842) shell concentrations from the late Miocene Rio Negro province, NE Patagonia, Argentina

The Río Negro Formation (late Miocene-early Pliocene) mainly consists of continental deposits, but it contains a middle member of marine origin. It represents a transgressive-regressive sequence that can be seen at several outcrops along the N Patagonian coast. The taphonomical approach to the El Espigón marine deposits permits the identification of four main layers containing different kinds of skeletal accumulation, which mainly consist of oyster shells [Crassostrea patagonica (D'Orbigny, 1842)]. These concentrations display three different morphologies (pouches, pavements and bouquets) with a different taphonomic signature. These deposits were formed in shallow marine environments influenced by wave activity that produced valve concentrations of different entities. They contain several shell beds that represent event, composite, hiatal to lag skeletal concentrations. Traces of bioturbation in the sediment (Thalassinoides, Teichichnus) and bioerosion on the shells (Entobia, Gastrochaeonolites, Caulostrepsis), and encrusters (cirripeds, bryozoans), are also abundant in the outcrop and consititue common components of these Miocene materials. Layers 1 and 2 of the sequence were deposited in shoreface/foreshore environments at the beginning of a highstand systems tract, while layers 3 and 4 were deposited at the end, or at the beginning of a forced regression, in foreshore environments. A final erosional episode cut the top of the layer 4, which truncated the abundant bioturbaation developed there.

Uso de lodo de estação de tratamento de água centrifugado em matriz de concreto de cimento portland para reduzir o impacto ambiental

An alternative application of the humid sludge from the Passaúna WTP, located in Curitiba's metropolitan area, is proposed for concrete structures, partially replacing aggregates and cement. For the investigation, a reference concrete and four concrete mixtures with sludge were produced, and from these, two mixtures, containing 4% and 8% of sludge (m/m), were analyzed by different techniques: X ray fluorescence, X ray diffraction, thermo-gravimetric analysis, physicochemical analysis, compressive strength, etc. The properties were evaluated and the results indicate that the mixtures can be applied in different situations as cast structures for construction of concrete walls. Mixtures with more than 4% of sludge are restricted to applications where the workability of the concrete is not required, such as for residential pavements, sidewalks and stepping floors.

El diseño del suelo y la imagen de la ciudad: la calçada portuguesa

Desde el s. XVIII todas las ciudades se plantean uno de los cambios fundamentales en la estructura de su paisaje. El aumento de población y de actividad económica conlleva la desaparición de las calles térreas y su sustitución por las calles que segregan la acera, convertida en la estructura de soporte de los servicios, de la calzada como espacio de circulación rodada. En Lisboa se extiende la pavimentación de la calzad a según el 'systema Portuguez' con piedras irregulares de basalto sobre arena y ya en 1834, se configura el 'Pelouro das Calçadas' responsable de experimentar, primero, el sistema 'macadam' (c. 1839) y, posterior y paulatinamente, de introducir el asfalto. º La acera, es tratada con losas de calcáreo que, sobre todo, a partir del último tercio de siglo serán substituidas por el 'empedrado ordinario á portuguesa' en piedra calcárea. Una derivación será el 'empedrado dito de mosaico'. Experimentado por Eusebio Pinheiro Furtado en el Castillo de São Jorge (1842), va a extenderse por la ciudad, especialmente, desde la pavimentación del 'Mar Largo' en el Rossio (1848). Así, con ocasión de la ampliación de las aceras del largo de Camões, Augusto César dos Santos, Inspector da Admistração das Calçadas expresa la política de substitución del enlosado por el empedrado 'O sistema a empregar no empedramento destos passeios, deverá ser mozaico, não só pela beleza que apresenta, como por ser uma especialidade nesta cidade, beleza que se pode levar ao efeito escolhendose um padrão simples que pela sua importância não exceda os 500‐600$ o metro superficial' (Cesar dos Santos 1869). Finalmente, en 1895 la Câmara Municipal decretará el uso del 'empedrado á portuguesa' en toda nueva pavimentación y reconstrucción de las aceras. Los sitios representativos de la ciudad se cualifican artísticamente con este modo de hacer tan característico e identitario, no en vano lo podríamos entender como una de las primeras producciones de arte público en el sentido contemporáneo del término. Este sistema de pavimentación se extiende por Portugal y se internacionaliza en España, cuando Júlio César Augusto Cordeiro patenta en Madrid (1895) el 'mosaico portugués' que cristalizará en las aceras laterales del Paseo de San Juan en Barcelona (1896) -antes de la Exposición de París de 1900, de la praça de São Sebastião de Manaus, de las avenidas Rio Branco y Atlántica de Río de Janeiro- llegando a convivir con las farolas modernitas que Pere Falqués diseñó para el 'Cincd'oros' barcelonés. La calçada á portuguesa forma parte de la identidad de Lisboa y afecta a la imagen de marca de la ciudad. Sin embargo, a pesar de su valor identitario y artístico, la calçada está en peligro de muerte. El pavimento -forma entre ellos la 'calçada-forma' está en la base de algunas de las operaciones emblemáticas de construcción de la imagen de la ciudad (La Habana, 1928; Alicante, 1957; las Ramblas de Barcelona, 1969; la reforma de la Avenida Atlántica de Río por Burle Marx, 1970). Sin embargo, estas mismas operaciones demuestran que la 'forma-calçada' no responde a muchos de los requisitos de economía, seguridad o accesibilidad universal que exige la ciudad contemporánea. En el artículo planteamos analizar los motivos y razones que planean sobre la muerte anunciada de la calçada á portuguesa.

Una identidad en reconstrucción. La calçada a portuguesa

La calçada á portuguesa forma parte de la identidad de Lisboa y afecta a la imagen de marca de la ciudad. Sin embargo, a pesar de su valor identitario y artístico, la calçada está en peligro de muerte. El tratamiento particularizado del pavimento está en la base de algunas de las operaciones emblemáticas de construcción de la imagen de la ciudad. Desgraciadamente, en el caso de la calçada, estas mismas operaciones demuestran que no responde a muchos de los requisitos de economía, seguridad o accesibilidad universal que exige la ciudad contemporánea. En ese trabajo analizamos los motivos y razones que planean sobre la muerte anunciada de la calçada á portuguesa. Este tipo de pavimento ya ha sido ampliamente estudiado (Paes 1883; Bairrada 1985; Cabrera y Nunes 1990; Matos 2004; Sisti 2006), pero nuestra investigación sitúa a Barcelona como la primera ciudad donde se utiliza este sistema de pavimentación fuera del territorio portugués (Esparza, 2013) lo que nos permite establecer algunos paralelismos entre el sistema de pavimentación de Lisboa y Barcelona que puedan dar luz al debate existente sobre la sobrevivencia o no de este sistema de pavimentación en Lisboa.

Canadian Willite advertisement, ca. 1920.

Consists of an advertising broadsheet (circa 1920) for Canadian Willite, a permanent asphaltic pavement. This product was used on River Road in Niagara Falls, Canada. The broadsheet features a segment titled "The Road Fit for a Prince" about the Prince of Wales visit to Niagrara Falls on October 20, 1919.

Influence of additives on the charactaristics of stone matrix asphalt

The increase in traffic growth and maintenance expenditures demands the urgent need for building better, long-lasting, and more efficient roads preventing or minimizing bituminous pavement distresses. Many of the principal distresses in pavements initiate or increase in severity due to the presence of water. In Kerala highways, where traditional dense graded mixtures are used for the surface courses, major distress is due to moisture induced damages. The Stone Matrix Asphalt (SMA) mixtures provide a durable surface course. Proven field performance of test track at Delhi recommends Stone Matrix Asphalt as a right choice to sustain severe climatic and heavy traffic conditions. But the concept of SMA in India is not so popularized and its application is very limited mainly due to the lack of proper specifications. This research is an attempt to study the influence of additives on the characteristics of SMA mixtures and to propose an ideal surface course for the pavements. The additives used for this investigation are coir, sisal, banana fibres (natural fibres), waste plastics (waste material) and polypropylene (polymer). A preliminary investigation is conducted to characterize the materials used in this study. Marshall test is conducted for optimizing the SMA mixtures (Control mixture-without additives and Stabilized mixtures with additives). Indirect tensile strength tests, compression strength tests, triaxial strength tests and drain down sensitivity tests are conducted to study the engineering properties of stabilized mixtures. The comparison of the performance of all stabilized mixtures with the control mixture and among themselves are carried out. A statistical analysis (SPSS package Ver.16) is performed to establish the findings of this study

Generating virtual environments to allow increased access to the built environment

The problems encountered by individuals with disabilities when accessing large public buildings is described and a solution based on the generation of virtual models of the built environment is proposed. These models are superimposed on a control network infrastructure, currently utilised in intelligent building applications such as lighting, heating and access control. The use of control network architectures facilitates the creation of distributed models that closely mirror both the physical and control properties of the environment. The model of the environment is kept local to the installation which allows the virtual representation of a large building to be decomposed into an interconnecting series of smaller models. This paper describes two methods of interacting with the virtual model, firstly a two dimensional aural representation that can be used as the basis of a portable navigational device. Secondly an augmented reality called DAMOCLES that overlays additional information on a user’s normal field of view. The provision of virtual environments offers new possibilities in the man-machine interface so that intuitive access to network based services and control functions can be given to a user.

The impact of country risk on international real estate returns

Commercial real estate investors have well-established methods to assess the risks of a property investment in their home country. However, when the investment decision is overseas another dimension of uncertainty overlays the analysis. This additional dimension, typically called country risk, encompasses the uncertainty of achieving expected financial results solely due to factors relating to the investment’s location in another country. However, very little has been done to examine the effects of country risk on international real estate returns, even though in international investment decisions considerations of country risk dominate asset investment decisions. This study extends the literature on international real estate diversification by empirically estimating the impact of country risk, as measured by Euromoney, on the direct real estate returns of 15 countries over the period 1998-2004, using a pooled regression analysis approach. The results suggest that country risk data may help investor’s in their international real estate decisions since the country risk data shows a significant and consistent impact on real estate return performance.

Surviving Objects

Surviving Objects (2012) is a devised multi-media practice-as-research performance based on extensive interviews conducted with my elderly mother and recorded on a hand-held device. Our conversations concern her experiences as a child refugee following violent deportation by the Soviet Army from Eastern Poland to Siberia (1941), and her subsequent route, via Persia, to a British-run refugee camp in Northern Rhodesia, where she remained for 6 years before arriving in the UK. In order to aid my mother’s reflections, our recorded conversations focus on the objects remaining from that period in her life – my ‘inheritance’. The material presence of this handful of objects is central to the ninety-minute performance. Surviving Objects constitutes my attempt to locate a theatrical form through which to root/re-route this engagement with my mother’s marginalised voice. The end-on performance haptically navigates themes of intimacy and failing memory – navigates, indeed, my constantly shifting relationship with my mother. It searches for new cross-medial pathways along which her experience, and my experience of her, can play-out. Surviving Objects involves: 1. live performance (two silent female actors handling/presenting my mother’s objects); 2. Film (two synchronously-playing, large-scale projections exploring the objects by means of a highly-magnifying macro lens); 3. Pre-recorded sound (my mother’s voice, taken from our recorded interviews, which were conducted in Polish, with my own verbal contribution meticulously editorially excised from those conversations); 4. My translation of her stories (appearing periodically as written text that ‘overlays’ - rather than sub- or surtitles - the projected imagery).

The four pillars of corporate responsibility: ethics, leadership, personal responsibility and trust

Purpose – This paper aims to examine how to further embed CSR thinking and practice into corporations, particularly in emerging markets, by reviewing and drawing similarities between key issues faced by all senior managers, namely ethics, leadership, personal responsibility and trust. Design/methodology/approach – This paper presents a conceptual exploration of global CSR practices using social psychology and overlays this concept with strategic and institutional theory in order to encourage new ways of thinking about CSR adoption, especially in emerging markets. Findings – The paper reveals the importance of shareholder needs on global corporate decision making and applies alternative conceptual models to help businesses to devise better CSR practices and individuals to align their actions to their own values. Originality/value – This paper strongly argues for blending different theoretical foundations from the management and organization literature in order to draw comparisons between current global CSR practice and the potential for its further adoption in emerging markets.

Analysis of experimental interlocking blocks of concrete with addition of residues of process the tires retreading production

Analysis of experimental interlocking blocks of concrete with addition of residues of process the tires retreading production. With the population growth in recent years, industry in general has adjusted itself to resulting demand. the industry of tire retreading generates residues that have been discarded without any control. this adds to environmental pollution and promotes the proliferation of vectors harmful to health, aiming to find an application for this type of residues, this study presents experimental results to interlocking concrete block pavements, with addition of residues tires, interlocking blocks were built up and we determined, through laboratory tests, the need to set the mark that provide greater return regarding analyzed characteristics, there are four types of dosage of concrete with residues tires. We accomplished tests of compression strength, water absorption and resistance to impact. Through the preliminary results, we verified that are satisfactory, confirming the possibility of applying this type of interlocking block in environments with low demand, which would bring the economy of natural sources of aggregates, beyond ecological benefits through the reuse of residues from retreading of tires.

One, two or no record of late neoproterozoic glaciation in South-East Cameroon?

Severe climate changes culminating in at least three major glacial events have been recognized in the Neoproterozoic sedimentary record from many parts of the world Supportive to the global nature of these climatic shifts a considerable amount of data have been acquired from deposits exposed in Pan-African orogenic belts in southwestern and western Africa By comparison published data from the Pan-African belts in Central Africa are scarce We report here evidence of possibly two glacial events recorded in the Mintom Formation that is located on the margin of the Pan-African orogenic Yaounde belt in South-East Cameroon In the absence of reliable radiometric data only maximum and minimum age limits of 640 and 580 Ma respectively can at present be applied to the Mintom Formation The formation consists of two lithostratigraphic ensembles each subdivided in two members (i e in ascending stratigraphic order the Kol Metou Momibole and Atog Adjap Members) The basal ensemble exhibits a typical glacial to post-glacial succession It includes diamictites comprising cobbles and boulders in a massive argillaceous siltstone matrix and laminated siltstones followed by in sharp contact a 2 m-thick massive dolostone that yielded negative delta(13)C values (<-3 parts per thousand. V-PDB) similar to those reported for Marinoan cap carbonates elsewhere However uncertainty remains regarding the glacial influence on the siliciclastic facies because the diamictite is better explained as a mass-flow deposit and diagnostic features such as dropstones have not been seen in the overlying siltstones The Mintom Formation may thus provide an example of an unusual succession of non-glacial diamictite overlain by a truly glacial melt-related cap-carbonate We also report the recent discovery of ice-striated pavements on the structural surface cut in the Mintom Formation suggesting that glaciers developed after the latter had been deposited and deformed during the Pan-African orogeny Striations which consistently exhibit two principal orientations (N60 and N110) were identified in two different localities in the west of the study area on siltstones of the Kol Member and in the east on limestones of the Atog Adjap Member respectively N60-oriented striae indicate ice flow towards the WSW Assigning an age to these features remains problematical because they were not found associated with glaciogenic deposits Two hypotheses can equally be envisaged e either the striated surfaces are correlated (1) to the Gaskiers (or Neoproterozoic post-Gaskiers) glaciation and represent the youngest Ediacaran glacial event documented in the southern Yaounde belt or (2) to the Late Ordovician Hirnantian (Saharan) glaciation thereby providing new data about Hirnantian ice flows in Central Africa (C) 2010 Elsevier Ltd All rights reserved

Efeitos da variação da carga por eixo, pressão de inflação e tipo de pneu na resposta elástica de um pavimento

O presente trabalho é uma análise experimental que procura investigar os efeitos dos fatores carga por eixo, pressão de inflação e tipo de pneu sobre o desempenho de pavimentos. Os dados e informações existentes sobre o quadro de cargas por eixo praticada pela frota de veículos pesados é razoável. A ação conjunta dos referidos fatores é ainda uma questão pouco explorada. Assim, para compensar a escassez de dados sobre pressão de inflação e tipo de construção de pneus utilizados na frota de carga, programou-se uma pesquisa de campo na rodovia estadual RS/240. As informações oriundas da pesquisa demonstram que há um acréscimo generalizado no valor da pressão dos pneus e um aumento de uso dos pneus de fabricação radial em relação aos pneus convencionais. Os dados de campo subsidiaram a programação de um experimento fatorial cruzado executado na Área de Pesquisas e Testes de Pavimentos da UFRGS/DAER. A variação dos níveis dos fatores deu-se através de um simulador linear de tráfego atuando sobre uma pista experimental com 20 m de comprimento por 3,5 m de largura. Tendo como resposta estrutural do pavimento a máxima deflexão superficial recuperável medida com uma viga Benkelmam, determinou-se como significantes os efeitos dos fatores carga por eixo e pressão de enchimento dos pneus. Os cálculos estatísticos indicam também que não há diferenças significativas entre os pneus tipo 9.00R20 e 9.00x20 e que todas interações não exercem efeitos significativos sobre a variável de resposta. Em seqüência, determinaram-se as áreas de contato do rodado duplo do simulador de tráfego com a superfície do pavimento ensaiado para as combinações dos níveis dos fatores. Pode-se, então, comparar área de contato medida com área circular calculada, considerada em muitos modelos de dimensionamento de pavimentos. Relacionou-se a variação da pressão de contato com a deflexão recuperável e procedeu-se uma comparação da mesma com a pressão de inflação nominal dos pneus. Apresenta-se um modelo de análise do desempenho do pavimento em função da carga por eixo e da pressão de inflação, nos limites do experimento. Os dados decorrentes do experimento viabilizaram a determinação dos Fatores de Equivalência de Cargas para os níveis dos fatores, considerando-se o pavimento ensaiado. Avaliou-se, via evolução das deflexões e dos Fatores de Equivalência de Cargas, a redução da vida do pavimento, obtendo-se, para a combinação de níveis mais críticos de carregamento, resultados significativos de até 88 % de redução. Propõe-se, por último, uma formulação para o Fator de Equivalência de Cargas que considere também a ação da pressão de inflação.

Uma avaliação técnico/econômica da reciclagem de revestimentos asfálticos a frio em usina em área urbana

Trata-se nesta dissertação do emprego da reciclagem a frio de revestimentos asfálticos em usina com a finalidade de aproveitamento como camada de revestimento em vias de tráfego leve e muito leve. São revistos os conceitos de dimensionamento de pavimentos e da dosagem de misturas asfálticas. Dá-se especial atenção ao valor do revestimento asfáltico recuperado e a relevância que a reciclagem tem sobre a redução do descarte de resíduos sólidos no meio ambiente. Identifica-se a importância do emprego da reciclagem sobre o comportamento da sociedade. A metodologia adotada tem por base uma revisão bibliográfica dos registros de trabalhos de reciclagem a frio realizados no Brasil e no exterior. Faz-se um relato dos procedimentos de caracterização dos materiais envolvidos e dos cuidados a serem observados para obter-se um produto final de qualidade. Estão aqui descritos os processos industriais de usinagem da mistura reciclada em plantas industriais fixas. É estabelecida uma proposta de definição da viabilidade econômica de emprego da reciclagem a frio em comparação com o revestimento asfáltico tradicional. Ao final são registrados temas a serem estudados visando tornar a reciclagem a frio de revestimentos asfálticos em usinas de áreas urbanas mais conhecida e considerada como alternativa para a melhoria da qualidade de vida nas cidades.

Ensaios acelerados de pavimentos para avaliação de desempenho de recapeamentos asfálticos

Esta dissertação apresenta uma avaliação da eficiência de um recapeamento constituído por mistura de asfalto-borracha (processo via-úmida), no retardamento de reflexão de trincas, através da técnica de ensaios acelerados. Para a realização do estudo foi construído um pavimento experimental com camada final de terraplenagem de argila arenosa de comportamento laterítico (50 cm), base de brita graduada (30 cm), camada de concreto asfáltico trincado (4 cm) e camada de recapeamento em asfalto-borracha (5 cm). O simulador de tráfego DAER/UFRGS aplicou aproximadamente 513.000 ciclos de carga de eixo de 100 kN. Ao longo do experimento o desempenho do pavimento foi acompanhado, com ênfase no surgimento de trincas. A evolução da condição estrutural do pavimento foi monitorada através das medidas de deflexões e dados de instrumentação (tensões e deformações). O registro da evolução da condição funcional do pavimento foi feito através do levantamento de afundamento de trilha de roda, e macro e micro textura. Com a finalidade de comparar o desempenho do recapeamento em asfalto-borracha com os de outros recapeamentos convencionais previamente ensaiados, desenvolveu-se um procedimento para correção de temperaturas. Constatou-se que o emprego de asfalto-borracha retardou em cinco vezes o surgimento de trincas. Assim, o nível de severidade do trincamento igual a 100 cm/m2 ocorreu no recapeamento em asfalto-borracha após 340.000 solicitações (100 kN), enquanto no recapeamento em asfalto convencional tal nível de severidade foi registrado com somente 66.000 solicitações da mesma carga de eixo. Globalmente, o recapeamento em asfalto-borracha conferiu ao pavimento melhores condições funcionais e estruturais, se comparado com um recapeamento convencional da mesma espessura, executado sobre um pavimento com níveis de degradação similares.