+44 (0)1509 263171
Please use this identifier to cite or link to this item:
|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.|
|Appears in Collections:||Conference Papers (Civil and Building Engineering)|
Files associated with this item:
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.