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OverviewIn recent years, integral bridges have become increasingly popular in the UK. The Highways Agency standard now requires, where possible, that all new bridges with a length of less than sixty metres should be of integral form. In addition, it has been found that, due especially to the problems and costs associated with failed expansion joints, integral bridges are not only cost effective but also have a longer lifespan. Integral Bridges was commissioned by the Highways Agency to produce guidance for bridge designers by addressing the thermally induced soil/structure interaction problem created by environmental changes of temperature and the associated cyclical displacements imposed on the granular backfill to the bridge abutments. It develops a better theoretical understanding of the cyclic performance, in particular the strain racheting in the backfill soil when in contact with a stiff structure. It also identifies the governing soil parameters and examines their influence in the interaction problem, develops numerical modelling procedures to predict interactive soil behaviour, and identifies and quantifies the controlling features of bridge structures relevant to the interaction problem. Full Product DetailsAuthor: George England , Neil Tsang , David BushPublisher: Emerald Publishing Limited Imprint: Thomas Telford Ltd Dimensions: Width: 21.00cm , Height: 1.60cm , Length: 29.70cm Weight: 0.372kg ISBN: 9780727735416ISBN 10: 0727735411 Pages: 176 Publication Date: 18 February 2000 Audience: Professional and scholarly , Professional & Vocational Format: Paperback Publisher's Status: Active Availability: In Print ![]() This item will be ordered in for you from one of our suppliers. Upon receipt, we will promptly dispatch it out to you. For in store availability, please contact us. Table of ContentsPart 1: The integral bridge Introduction Bridge form and temperature Granular flow behind abutment Model retaining wall test results Numerical simulations Settlement of abutment foundation Conclusions and recommendations Part 2: Granular soil Cyclic behaviour of granular material Numerical soil model Validation of the soil model in plane strain Retaining wall analysis program Test equipmentReviewsAuthor InformationTab Content 6Author Website:Countries AvailableAll regions |