Performance of Gabion Faced Reinforced Earth Retaining Walls

Gabion faced re.taining walls are essentially semi rigid structures that can generally accommodate large lateral and vertical movements without excessive structural distress. Because of this inherent feature, they offer technical and economical advantage over the conventional concrete gravity retaining walls. Although they can be constructed either as gravity type or reinforced soil type, this work mainly deals with gabion faced reinforced earth walls as they are more suitable to larger heights. The main focus of the present investigation was the development of a viable plane strain two dimensional non linear finite element analysis code which can predict the stress - strain behaviour of gabion faced retaining walls - both gravity type and reinforced soil type. The gabion facing, backfill soil, In - situ soil and foundation soil were modelled using 20 four noded isoparametric quadrilateral elements. The confinement provided by the gabion boxes was converted into an induced apparent cohesion as per the membrane correction theory proposed by Henkel and Gilbert (1952). The mesh reinforcement was modelled using 20 two noded linear truss elements. The interactions between the soil and the mesh reinforcement as well as the facing and backfill were modelled using 20 four noded zero thickness line interface elements (Desai et al., 1974) by incorporating the nonlinear hyperbolic formulation for the tangential shear stiffness. The well known hyperbolic formulation by Ouncan and Chang (1970) was used for modelling the non - linearity of the soil matrix. The failure of soil matrix, gabion facing and the interfaces were modelled using Mohr - Coulomb failure criterion. The construction stages were also modelled.Experimental investigations were conducted on small scale model walls (both in field as well as in laboratory) to suggest an alternative fill material for the gabion faced retaining walls. The same were also used to validate the finite element programme developed as a part of the study. The studies were conducted using different types of gabion fill materials. The variation was achieved by placing coarse aggregate and quarry dust in different proportions as layers one above the other or they were mixed together in the required proportions. The deformation of the wall face was measured and the behaviour of the walls with the variation of fill materials was analysed. It was seen that 25% of the fill material in gabions can be replaced by a soft material (any locally available material) without affecting the deformation behaviour to large extents. In circumstances where deformation can be allowed to some extents, even up to 50% replacement with soft material can be possible.The developed finite element code was validated using experimental test results and other published results. Encouraged by the close comparison between the theory and experiments, an extensive and systematic parametric study was conducted, in order to gain a closer understanding of the behaviour of the system. Geometric parameters as well as material parameters were varied to understand their effect on the behaviour of the walls. The final phase of the study consisted of developing a simplified method for the design of gabion faced retaining walls. The design was based on the limit state method considering both the stability and deformation criteria. The design parameters were selected for the system and converted to dimensionless parameters. Thus the procedure for fixing the dimensions of the wall was simplified by eliminating the conventional trial and error procedure. Handy design charts were developed which would prove as a hands - on - tool to the design engineers at site. Economic studies were also conducted to prove the cost effectiveness of the structures with respect to the conventional RCC gravity walls and cost prediction models and cost breakdown ratios were proposed. The studies as a whole are expected to contribute substantially to understand the actual behaviour of gabion faced retaining wall systems with particular reference to the lateral deformations.

Strength and serviceability performance of beams reinforced with GFRP bars in flexure

Glass fiber reinforced polymer (GFRP) rebars have been identified as an alternate construction material for reinforcing concrete during the last decade primarily due to its strength and durability related characteristics. These materials have strength higher than steel, but exhibit linear stress–strain response up to failure. Furthermore, the modulus of elasticity of GFRP is significantly lower than that of steel. This reduced stiffness often controls the design of the GFRP reinforced concrete elements. In the present investigation, GFRP reinforced beams designed based on limit state principles have been examined to understand their strength and serviceability performance. A block type rotation failure was observed for GFRP reinforced beams, while flexural failure was observed in geometrically similar control beams reinforced with steel rebars. An analytical model has been proposed for strength assessment accounting for the failure pattern observed for GFRP reinforced beams. The serviceability criteria for design of GFRP reinforced beams appear to be governed by maximum crack width. An empirical model has been proposed for predicting the maximum width of the cracks. Deflection of these GFRP rebar reinforced beams has been predicted using an earlier model available in the literature. The results predicted by the analytical model compare well with the experimental data

Systematic multi-configuration calculations on structures and properties of complex atoms

Die relativistische Multikonfigurations Dirac-Fock (MCDF) Methode ist gegenwärtig eines der am häufigsten benutzten Verfahren zur Berechnung der elektronischen Struktur und der Eigenschaften freier Atome. In diesem Verfahren werden die Wellenfunktionen ausgewählter atomarer Zustände als eine Linearkombination von sogenannten Konfigurationszuständen (CSF - Configuration State Functions) konstruiert, die in einem Teilraum des N-Elektronen Hilbert-Raumes eine (Vielteilchen-)Basis aufspannen. Die konkrete Konstruktion dieser Basis entscheidet letzlich über die Güte der Wellenfunktionen, die üblicherweise mit Hilfe einer Variation des Erwartungswertes zum no-pair Dirac-Coulomb Hamiltonoperators gewonnen werden. Mit Hilfe von MCDF Wellenfunktionen können die dominanten relativistischen und Korrelationseffekte in freien Atomen allgemein recht gut erfaßt und verstanden werden. Außer der instantanen Coulombabstoßung zwischen allen Elektronenpaaren werden dabei auch die relativistischen Korrekturen zur Elektron-Elektron Wechselwirkung, d.h. die magnetischen und Retardierungsbeiträge in der Wechselwirkung der Elektronen untereinander, die Ankopplung der Elektronen an das Strahlungsfeld sowie der Einfluß eines ausgedehnten Kernmodells erfaßt. Im Vergleich mit früheren MCDF Rechnungen werden in den in dieser Arbeit diskutierten Fallstudien Wellenfunktionsentwicklungen verwendet, die um 1-2 Größenordnungen aufwendiger sind und daher systematische Untersuchungen inzwischen auch an Atomen mit offenen d- und f-Schalen erlauben. Eine spontane Emission oder Absorption von Photonen kann bei freien Atomen theoretisch am einfachsten mit Hilfe von Übergangswahrscheinlichkeiten erfaßt werden. Solche Daten werden heute in vielen Forschungsbereichen benötigt, wobei neben den traditionellen Gebieten der Fusionsforschung und Astrophysik zunehmend auch neue Forschungsrichtungen (z.B. Nanostrukturforschung und Röntgenlithographie) zunehmend ins Blickfeld rücken. Um die Zuverlässigkeit unserer theoretischen Vorhersagen zu erhöhen, wurde in dieser Arbeit insbesondere die Relaxation der gebundenen Elektronendichte, die rechentechnisch einen deutlich größeren Aufwand erfordert, detailliert untersucht. Eine Berücksichtigung dieser Relaxationseffekte führt oftmals auch zu einer deutlich besseren Übereinstimmung mit experimentellen Werten, insbesondere für dn=1 Übergänge sowie für schwache und Interkombinationslinien, die innerhalb einer Hauptschale (dn=0) vorkommen. Unsere in den vergangenen Jahren verbesserten Rechnungen zu den Wellenfunktionen und Übergangswahrscheinlichkeiten zeigen deutlich den Fortschritt bei der Behandlung komplexer Atome. Gleichzeitig kann dieses neue Herangehen künftig aber auch auf (i) kompliziertere Schalensstrukturen, (ii) die Untersuchung von Zwei-Elektronen-ein-Photon (TEOP) Übergängen sowie (iii) auf eine Reihe weiterer atomarer Eigenschaften übertragen werden, die bekanntermaßen empflindlich von der Relaxation der Elektronendichte abhängen. Dies sind bspw. Augerzerfälle, die atomare Photoionisation oder auch strahlende und dielektronische Rekombinationsprozesse, die theoretisch bisher nur selten überhaupt in der Dirac-Fock Näherung betrachtet wurden.

On the total energy of two-electron atoms

Using the Multi-Configuration Dirac-Fock (MCDF) method we calculate with 9 configuration state functions the correlation energy as well as the total energy of the lowest J = 0 ground state of all two-electron systems from H- to Thorium (Z = 90). A comparison with experimental data, which are available only in the low Z region, shows a very good agreement.

Generic Finite Element Model for Mechanically Consistent Scaling of Composite Beam-to-column Joint with Welded Connection

To study the behaviour of beam-to-column composite connection more sophisticated finite element models is required, since component model has some severe limitations. In this research a generic finite element model for composite beam-to-column joint with welded connections is developed using current state of the art local modelling. Applying mechanically consistent scaling method, it can provide the constitutive relationship for a plane rectangular macro element with beam-type boundaries. Then, this defined macro element, which preserves local behaviour and allows for the transfer of five independent states between local and global models, can be implemented in high-accuracy frame analysis with the possibility of limit state checks. In order that macro element for scaling method can be used in practical manner, a generic geometry program as a new idea proposed in this study is also developed for this finite element model. With generic programming a set of global geometric variables can be input to generate a specific instance of the connection without much effort. The proposed finite element model generated by this generic programming is validated against testing results from University of Kaiserslautern. Finally, two illustrative examples for applying this macro element approach are presented. In the first example how to obtain the constitutive relationships of macro element is demonstrated. With certain assumptions for typical composite frame the constitutive relationships can be represented by bilinear laws for the macro bending and shear states that are then coupled by a two-dimensional surface law with yield and failure surfaces. In second example a scaling concept that combines sophisticated local models with a frame analysis using a macro element approach is presented as a practical application of this numerical model.

Selected configuration interaction with truncation energy error and application to the Ne atom

Selected configuration interaction (SCI) for atomic and molecular electronic structure calculations is reformulated in a general framework encompassing all CI methods. The linked cluster expansion is used as an intermediate device to approximate CI coefficients BK of disconnected configurations (those that can be expressed as products of combinations of singly and doubly excited ones) in terms of CI coefficients of lower-excited configurations where each K is a linear combination of configuration-state-functions (CSFs) over all degenerate elements of K. Disconnected configurations up to sextuply excited ones are selected by Brown's energy formula, ΔEK=(E-HKK)BK2/(1-BK2), with BK determined from coefficients of singly and doubly excited configurations. The truncation energy error from disconnected configurations, Δdis, is approximated by the sum of ΔEKS of all discarded Ks. The remaining (connected) configurations are selected by thresholds based on natural orbital concepts. Given a model CI space M, a usual upper bound ES is computed by CI in a selected space S, and EM=E S+ΔEdis+δE, where δE is a residual error which can be calculated by well-defined sensitivity analyses. An SCI calculation on Ne ground state featuring 1077 orbitals is presented. Convergence to within near spectroscopic accuracy (0.5 cm-1) is achieved in a model space M of 1.4× 109 CSFs (1.1 × 1012 determinants) containing up to quadruply excited CSFs. Accurate energy contributions of quintuples and sextuples in a model space of 6.5 × 1012 CSFs are obtained. The impact of SCI on various orbital methods is discussed. Since ΔEdis can readily be calculated for very large basis sets without the need of a CI calculation, it can be used to estimate the orbital basis incompleteness error. A method for precise and efficient evaluation of ES is taken up in a companion paper

Calculation of converged rovibrational energies and partition function for methane using vibrational-rotational configuration interaction

The rovibration partition function of CH4 was calculated in the temperature range of 100-1000 K using well-converged energy levels that were calculated by vibrational-rotational configuration interaction using the Watson Hamiltonian for total angular momenta J=0-50 and the MULTIMODE computer program. The configuration state functions are products of ground-state occupied and virtual modals obtained using the vibrational self-consistent field method. The Gilbert and Jordan potential energy surface was used for the calculations. The resulting partition function was used to test the harmonic oscillator approximation and the separable-rotation approximation. The harmonic oscillator, rigid-rotator approximation is in error by a factor of 2.3 at 300 K, but we also propose a separable-rotation approximation that is accurate within 2% from 100 to 1000 K. (C) 2004 American Institute of Physics.

Trabalho escravo contemporâneo e Estado capaz no Brasil

This thesis demonstrates the exercise of slave labor in the context of free or decent work, in contemporary times, supported by the federal constitution 1988 Brazil than places like fundamentals "the dignity of the human person" and "the social values of work and free enterprise" , and is as fundamental objectives of the Federative Republic of Brazil "build a free, just and united society," "guarantee national development", "eradicate poverty and marginalization and reduce social and regional inequalities", "promote the well all without prejudice of origin, race, sex, color, age and any other forms of discrimination. " It is considered that the analytical work category interacts both conceptually as an integral part of the capitalist development model as a driving force to the definition of State Capable. The panorama of acquired rights and rights infringed upon evidences the presence, or not, of the Brazilian state. Highlights, however, as state functions are being performed under the auspices of the Democratic State of Rights. So the original question that motivated this work is: To what extent the Brazilian government is structured to implement measures that can eradicate modern-day slavery? This question led to questions as: The Brazilian state has never failed in implementing the policy of "eradication to work analogous to slavery"? The answer the research questions were outlined using the dialectical materialist historical method under a sociological perspective in order to draw relationships and interrelationships between the current situation of the concept contemporary slavery and its historical roots. In the theoretical framework considers the conceptual approach regarding the capable state in order to answer the question regarding the eradication policy to contemporary forced labor and the Brazilian nation-state's ability to put it into action. In this sense, it employed concepts such as state, nation-state and capable state, from the interpretations of Bresser-Pereira, including the discussion regarding the formation of the arrangements and conservative and progressive political alliances. The research subject was analyzed from the reports published in 2013 by the Ministry of Labour after the Special Group of the inspection actions for Mobile Inspection (GEFM) to Combat Labour Analogous to Slave. The study of public policies related to the eradication program to work analogous to slavery takes up the discussion regarding the conditionality of free labor, or decent, in contemporary Brazil, and reveals that in Brazil the effectiveness or efficacy of government actions comply with governing the Federal Constitution-88, namely, to preserve "the dignity of the human person" and "the social values of work and free enterprise" is an ongoing process. There are advances, but these are conditioned to Brazil stage in the formation of the nation state and the national society.

O dever constitucional de eficiência administrativa na jurisprudência do Supremo Tribunal Federal

O dever constitucional de eficiência administrativa consiste em norma reitora da atividade regulatória e das demais funções estatais. Este trabalho tem o objetivo de investigar seus sentidos, os tipos de norma em que se classifica e as estruturas argumentativas para a sua aplicação. Entende-se, por sentidos, os critérios usados para se considerar que uma conduta ou medida cumpre ou viola o dever de eficiência, incluindo consideração da relação entre meios para o exercício da atividade administrativa e resultados dessa atividade. Parte-se de diagnóstico de indefinição conceitual, na literatura jurídica brasileira, acerca desse dever constitucional, para investigar a existência de subsídios, na jurisprudência do Supremo Tribunal Federal, que viabilizem elaboração de conceito. Desse modo, verifica-se, na literatura, multiplicidade de definições. Além disso, o aspecto da análise custo-benefício, referido tanto na literatura sobre economicidade quanto nos textos sobre análise econômica do direito, sugere que o assunto também possa ser abordado de modo a correlacioná-lo ao conceito econômico de eficiência de Kaldor-Hicks ou de maximização da riqueza. Na jurisprudência, foi encontrada grande quantidade de sentidos de eficiência, a indicar que o STF pode não ter um posicionamento claro, senão em relação à concepção do dever constitucional de eficiência como um todo, pelo menos em relação a aspectos do conceito, a implicar a necessidade de elaboração, pelo tribunal, casuisticamente, de critérios para considerar que determinada conduta ou medida cumpre ou viola esse dever constitucional. Verificou-se, ainda, a ocorrência de aparentes divergências entre os ministros não apenas com relação à solução concreta de um caso, mas com relação à definição, em um mesmo caso, do sentido do dever de eficiência. Não se pode afirmar, no entanto, com segurança, que a concepção do dever de eficiência em um acórdão seja determinante, no STF, para a orientação dos votos. Ainda assim, um mesmo caso pode ter soluções distintas a depender do sentido de eficiência que se adote. Ademais, os acórdãos que parecem proceder a análise custo-benefício não se parecem referir a conceitos ou a critérios de eficiência econômica para fundamentar essa análise. Esses acórdãos também raramente fazem referência a dados empíricos. Quanto aos tipos de norma às estruturas argumentativas para aplicação, a literatura faz referência a teorias incompatíveis que dificultam compreender de maneira inequívoca como ocorre essa aplicação. O STF, a seu turno, faz uso de pelo menos 3 (três) estruturas argumentativas para aplicar o dever de eficiência: o consequencialismo, a análise custo-benefício e a ponderação de normas. O uso concomitante da análise custo-benefício e da ponderação de normas, contudo, enseja confusão entre o dever de eficiência e a máxima da proporcionalidade. Nesse contexto, a proposta conceitual busca tornar claros os sentidos, os tipos de norma e os modos de aplicação do dever constitucional de eficiência, mediante adoção de referencial teórico único que seja compatível com os achados de jurisprudência. Sendo assim, propõe-se a classificação do dever de eficiência como sobreprincípio e do dever de economicidade como postulado, com referência às concepções teóricas de Humberto Ávila, buscando-se evitar incorrer nos problemas diagnosticados na doutrina e na jurisprudência.

A Dimensão objetiva dos direitos fundamentais: conceito e sistematização

This paper is about the objective dimension of fundamental rights, aiming to present a concept well-designed for this dimension, and establish a systematic teaching of the subject, presenting the developments of this dimension of fundamental rights. The objective dimension of fundamental rights arises related to the idea of linking the state of fundamental rights, transforming these rights as the foundation and purpose of the state. It is distinguished from that perspective of the subjective dimension of fundamental rights, which includes the fundamental rights in an individual-state relationship. Under the subjective prism, rights are seen as limits required by the individual, the state intervention in the lives of individuals. A new dimension goes beyond the perspective of the rights of the individual as a mere resistance in the face of the state, assigning those rights also an active mission, which generates a series of legal repercussions. These developments or "effectiveness" the objective dimension are studied. The first consists of Binding Effectiveness, and demonstrated a new respect for fundamental rights within the state structure, which creates concepts such as "linkage of state functions fundamental rights" and "state s duty to protect". There is also the Radiant Effectiveness in which are examined topics such as the "constitutionalization of Law" and the "application of fundamental rights to particular relationships". Studies are still Procedure Effectiveness, in the case of "objectification of the mechanisms of protection of fundamental rights" and "opening of the processes of state protection of fundamental rights to public participation"

Perfis do controle jurisdicional de políticas publicas: parâmetros objetivos e tutela coletiva

This paper focuses on a study of public policy jurisdictional control as some effectiveness mechanism for cultural, economical, and social fundamental rights. It investigates the juridical profile of public policies based on premises of the current (Neo)Constitutional State model and the assertion of an essentially constitutionalist Law paradigm from its genesis to its most peculiar elements, and through tormenting issues, such as: its position between Law and Politics, the difference with reflective subjective rights, and the problem of high financial costs. Once its object is identified, it moves forward into the theme itself, which is that of jurisdictional control, investigating its legitimacy based on paradigmatic judicial precedents and the facing of themes such as: current role of the Judicial Power, the splitting of state functions, administrative discretion, financial affordability, illegal omissions, and budget control. Finally, it examines, as its study central object, objective parameters for definition control, execution, and transparency of public policies, as well as identifying the most appropriate collective jurisdictional tutoring to its purposes together with some of its law process means. Therefrom, it shows new perspectives for the recent study on jurisdictional control of public policies, building foundations for the fundamental rights effectiveness

Análise numérica de lajes treliçadas pré-moldadas com adição de resíduo de borracha

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Análise de edificações de aço considerando a ação diafragma

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Directorio de organismos nacionales a cargo de las políticas y programas para las mujeres de América Latina y el Caribe = Directory of national organizations dealing with programmes and policies on women in Latin America and the Caribbean

Publicación bilingüe

Dimensionamento de armaduras longitudinais sujeitas à fadiga em vigas de pontes ferroviárias de concreto armado

As pontes ferroviárias de concreto armado estão sujeitas às ações dinâmicas variáveis devido ao tráfego de veículos. Estas ações podem resultar no fenômeno de fadiga do aço e do concreto dessas estruturas. No dimensionamento de estruturas de concreto armado sujeitas à carregamento cíclico, de modo geral, a fadiga é considerada simplificadamente, por meio de um coeficiente kf, denominado coeficiente de fadiga. Esse coeficiente majora a área de aço inicialmente calculada para atender ao Estado Limite Último (ELU), com a finalidade de limitar, em serviço, as variações de tensões no aço de modo a garantir uma vida útil de no mínimo 2.000.000 de ciclos. O presente trabalho apresenta melhorias nas hipóteses utilizadas pelo coeficiente de fadiga kf, permitindo o dimensionamento de armaduras longitudinais sujeitas à fadiga, para números de ciclos superiores a 2 milhões, que é o valor proposto pelo EB-3/67, e também de forma a atender a vida útil à fadiga especificada em projeto. Neste caso, foi necessário propor um método simplificado para a estimativa do número de ciclos operacionais, apartir de um ciclo padrão obtido pela máxima variação de momentos fletores provocados pelo tremtipo carregado. O estudo foi desenvolvido tomando-se como protótipo um viaduto ferroviário isostático em concreto armado da Estrada de Ferro Carajás (EFC). Os trens-tipo utilizados foram os quais operam atualmente na EFC, que correspondem ao trem de minério Carregado e Descarregado. Para determinação dos esforços solicitantes na estrutura foi elaborado um modelo numérico no programa SAP 2000. A vida útil à fadiga das armaduras longitudinais foram determinadas apartir da regra de dano de Miner e das curvas S-N da NBR 6118. A metodologia proposta neste trabalho permitiu o dimensionamento nas armaduras longitudinais à fadiga satisfatoriamente em relação à vida útil especificada no projeto, sendo que as vidas úteis que tiveram maior divergência em relação ao valor estipulado foram as de 300 e 400 anos.