Positive narratives: the stories young people with Social, Emotional and Behavioural Difficulties (SEBD) tell about their futures

This research drew on positive psychology in order to offer an optimistic way of conceptualising the lives of young people who are often described as having ‘SEBD’ (Social, emotional, behaviour difficulties), now SEMH (Social, emotional, mental health) in the new SEND Code of Practice (2014). Positive psychology places emphasis on: the future, strengths, resources and potential, and suggests that negative experiences can build positive qualities. A life path tool was used in order to hear the stories that eight young people tell about themselves in the future. Narrative Oriented Inquiry (NOI) was used to analyse the themes of potential and growth in their stories. The young people in this research identified a range of strengths and resources in their lives that they had built as a result of earlier negative experiences. Their stories reveal their hopes and aspirations for the future. By giving these young people the opportunity to tell their stories this research permitted them to focus on where they were going, rather than where they had been.

A Study on the liquefaction risk in seismic design of foundations

A fully coupled non-linear effective stress response finite difference (FD) model is built to survey the counter-intuitive recent findings on the reliance of pore water pressure ratio on foundation contact pressure. Two alternative design scenarios for a benchmark problem are explored and contrasted in the light of construction emission rates using the EFFC-DFI methodology. A strain-hardening effective stress plasticity model is adopted to simulate the dynamic loading. A combination of input motions, contact pressure, initial vertical total pressure and distance to foundation centreline are employed, as model variables, to further investigate the control of permanent and variable actions on the residual pore pressure ratio. The model is verified against the Ghosh and Madabhushi high acceleration field test database. The outputs of this work is aimed to improve the current computer-aided seismic foundation design that relies on ground’s packing state and consistency. The results confirm that on seismic excitation of shallow foundations, the likelihood of effective stress loss is greater in deeper depths and across free field. For the benchmark problem, adopting a shallow foundation system instead of piled foundation benefitted in a 75% less emission rate, a marked proportion of which is owed to reduced materials and haulage carbon cost.