Processos de regulação da violência escolar: das políticas às práticas

Esta comunicação tem como objetivo analisar como as políticas respeitantes à segurança escolar são reinterpretadas e reorientadas em resultado das estratégias e filosofias de intervenção das direções das escolas e outros agentes educativos. Tendo como premissa que o contexto social não determina linearmente a violência escolar, o estudo centrou-­se na análise das relações entre o contexto social local e organizacional das escolas, procurando identificar os factores relevantes para o processo de regulação da violência. Foram selecionados três clusters de escolas na Área Metropolitana de Lisboa, tendo em conta contrastes intra e inter clusters assim como a sua posição relativa face aos níveis de violência registadas a nível nacional. Foi identificada uma diversidade significativa de respostas à violência, concretizadas na mobilização de diferentes recursos pelos responsáveis das escolas com o duplo objetivo de atingir as metas políticas definidas e os seus próprios interesses estratégicos. Esta apropriação e reorientação das políticas realiza-­se através da estruturação de redes locais de poder, hierarquizando competências e responsabilidades, e no processo, redefinindo os objetivos do processo de prevenção e intervenção. A ocultação das situações de violência, o recrutamento preferencial de estudantes de classe média ou com sucesso educativo elevado, ou ainda as sanções desproporcionais para alunos agressores ou indisciplinados, foram algumas das estratégias identificadas. Isto mostra que os atores têm diferentes possibilidades e capacidades de ação num sistema complexo de regras sociais que, dentro de certos limites, lhes permite reinterpretar e reconstruir regras e, em última instância, contribuir para a alteração do próprio sistema (Mouzelis, 2000;; Burns e Flam, 2000;; Lipsky, 1980).

The effect of superplasticizers on the workability and compressive strength of concrete made with fine recycled concrete aggregates

The reuse of structural concrete elements to produce new concrete aggregates is accepted as an alternative to dumping them and is favourable to the sustainability of natural reserves. Even though the construction sector is familiar with the use of coarse recycled concrete aggregates, the recycled concrete fines are classified as less noble resources. This research sets out to limit the disadvantages associated with the performance of concrete containing fine recycled concrete aggregates through the use of superplasticisers. Two types of latest generation superplasticisers were used that differ in terms of water reduction capacity and robustness, and the workability, density and compressive strength of each of the compositions analysed were then compared: a reference concrete, with no plasticisers, and concrete mixes with the superplasticisers. For each concrete family mixes with 0%, 10%, 30%, 50% and 100% replacement ratios of fine natural aggregates (FNA) by fine recycled concrete aggregates (FRA) were analysed. Concrete with incorporation of recycled aggregates was found to have poorer relative performance. The mechanical performance of concrete with recycled aggregates and superplasticisers was generally superior to that of the reference concrete with no admixtures and of conventional concrete with lower performance superplasticisers.

Physical, chemical and mineralogical properties of fine recycled aggregates made from concrete waste

This paper assesses the physical, chemical and mineralogical characteristics of fine recycled aggregates obtained from crushed concrete waste, comparing them with two types of natural fine aggregates from different origins. A commercial concrete was jaw crushed, and the effect of different aperture sizes on the particle size distribution of the resulting aggregates was evaluated. The density and water absorption of the recycled aggregates was determined and a model for predicting water absorption over time is proposed. Both natural and recycled aggregates were characterized regarding bulk density and fines content. Recycled aggregates were additionally characterized by XRD, SEM/EDS and DTA/TG of individual size fractions. The results show that natural and recycled fine aggregates have very different characteristics. This should be considered in potential applications, both in terms of the limits for replacing amounts and of the rules and design criteria of the manufactured products. (C) 2015 Elsevier Ltd. All rights reserved.