Title of article
Millau viaduct geotechnical studies and foundations
Author/Authors
Schlosser، نويسنده , , F. and Servant، نويسنده , , C. and Guilloux-Viry، نويسنده , , A. and Bergere، نويسنده , , A.، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2013
Pages
5
From page
243
To page
247
Abstract
The Millau viaduct over the Tarn River is an exceptional bridge considering the height under the deck and the 2.5 km total length. Each of the seven high piers is founded on a thick raft setting on four large piles of 5 m in diameter and 10–15 m deep. The ground schematically consists of limestone in the north and of marls in the south. As the bridge is very sensitive to foundation settlements, the concessionary company decided to use the observational method for controlling the displacements and if necessary stabilize the foundations. The measurements show that the movements have remained small and admissible, particularly in terms of the rotations. The settlements have not occurred continuously under the load, but by steps.
Keywords
Pile settlement , Rotation , Observational method , Cable stayed bridge , Foundation design
Journal title
Journal of Rock Mechanics and Geotechnical Engineering
Serial Year
2013
Journal title
Journal of Rock Mechanics and Geotechnical Engineering
Record number
2234647
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