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Please use this identifier to cite or link to this item: https://dspace.lboro.ac.uk/2134/3629

Title: Stiffness behaviour of trial road foundations.
Authors: Rogers, C.D.F.
Fleming, Paul R.
Frost, Matthew W.
Issue Date: 2000
Publisher: © Taylor & Francis
Citation: ROGERS, C.D.F., FLEMING, P.R. and FROST, M.W., 2000. Stiffness behaviour of trial road foundations. IN: Dawson, Andrew R. (ed.). Unbound aggregates in road construction: Proceedings of the fifth International Symposium on Unbound Aggregates in Roads, UNBAR 5, Nottingham, United Kingdom. pp. 231-238.
Abstract: This paper reports the results of two full-scale field trials to determine the stiffness and density of granular materials receiving different levels of compaction energy and support. The research showed that there were greater improvements in density with initial input of compaction energy, and yet little change in density, but significant increases in stiffness, with the final applications of compaction energy. Density is thus an inappropriate indicator of performance (i.e. resilient elastic stiffness)
Description: This is a conference paper.
URI: https://dspace.lboro.ac.uk/2134/3629
ISBN: 9789058091475
Appears in Collections:Conference Papers and Presentations (Architecture, Building and Civil Engineering)

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