Materials considered for pavement and embankment design

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http://eprints.org/relation/isVolatileVersionOf http://etheses.bham.ac.uk/id/document/2525 http://eprints.org/relation/ispreviewThumbnailVersionOf http://etheses.bham.ac.uk/id/document/2525 http://eprints.org/relation/isVersionOf http://etheses.bham.ac.uk/id/document/2525 archive 4031 disk0/00/00/10/11 2010-11-10 17:17:08 2019-01-23 09:53:19 2011-07-19 16:27:48 thesis show 0 Shahjahan Muhammad Ghataora G.S. (Gurmel S.) Evdorides Harry University of Birmingham Materials considered for pavement and embankment design unpub TE TA 10col_ephy Much of the land area of Bangladesh is in the flood plain and constructing durable roads has always proven challenging since the host soils are not generally suitable and there is lack of suitable aggregate. In addition to these challenging conditions, engineers invariable have limited methods of evaluating relevant soil properties for undertaking suitable design. In order to overcome some of the resulting difficulties an investigation was undertaken to evaluate properties of soils through various means, which in the main included locally available equipment and evaluating correlations for better estimating required properties. This work comprised of a ground investigations using very limited range of equipment (hand augers and SPT) and results were compared with measured values and with commonly used correlations. Findings pointed to the importance of ensuring that only correlations that were developed for local soils should be used. Survey of upper layers of the road showed that some of the surfacing materials had aged and no longer complied with the specifications. Poor underlying road subgrade and aged overlying layers of pavements is likely to result in increased maintenance issues. Better information at the design stage can help to address some of issues at least. 2010-07 2010-06 graduation eng other checked Suppled by Supervisor This unpublished thesis/dissertation is copyright of the author and/or third parties. The intellectual property rights of the author or third parties in respect of this work are as defined by The Copyright Designs and Patents Act 1988 or as modified by any successor legislation. Any use made of information contained in this thesis/dissertation must be in accordance with that legislation and must be properly acknowledged. Further distribution or reproduction in any format is prohibited without the permission of the copyright holder. public 280 University of Birmingham School of Engineering, Department of Civil Engineering m_ph na 2010-07 graduation