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
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
Journal title :
Journal of Rock Mechanics and Geotechnical Engineering