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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 18
DEVELOPMENTS IN STRUCTURAL ENGINEERING COMPUTING Edited by: B.H.V. Topping
Paper V.1
The Finite Element Analysis of Precast Concrete Pavement Units and the Laboratory Verification for Aircraft Over-Running J.W. Bull, Y.B. Luheshi and C.H. Woodford
Department of Civil Engineering, University of Newcastle upon Tyne, Newcastle upon Tyne, England J.W. Bull, Y.B. Luheshi, C.H. Woodford, "The Finite Element Analysis of Precast Concrete Pavement Units and the Laboratory Verification for Aircraft Over-Running", in B.H.V. Topping, (Editor), "Developments in Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 213-220, 1993. doi:10.4203/ccp.18.5.1
Abstract
Precast concrete pavement units [raft units], reinforced with steel bars have been used for road pavement
surfacing and for surfacing heavy duty industrial areas. The industrial areas included ports used for the
trans-shipment of containers and storage areas for heavy industrial materials. With the use of raft units
for aircraft hard standing and for temporary highways, the UK Ministry of Defence initiated research into
their use for rapid runway repairs. Part of this research has been reported elsewhere, but another part
led to further investigations. This paper reports on some of those further laboratory and numerical
investigations and concludes that; fibre only reinforcement should not be used, increasing the amount of
steel bar reinforcement increases raft unit life, increasing the raft unit thickness increases the raft
unit life more than the design method predicts, the use of steel angle around the top edges of the raft
unit increases raft unit life, and some form of uplift restraint on the raft unit should be added.
Further, the way in which a movable load traverses the raft unit effects raft unit life and failure
mechanisms.
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