A platform for research: civil engineering, architecture and urbanism
Construction Challenges During the Remedial Grouting of the Thames River Bridge
During replacement of the center bascule span of the Amtrak Thames River Bridge with a lift span structure, significant settlement occurred in the bascule pier. The pier was stabilized by solidifying the underlying soil by methodological injection of grout. This paper describes the construction aspects of an unusually large permeation grouting program which was undertaken to arrest settlement of a 92-year-old bridge pier.
Construction Challenges During the Remedial Grouting of the Thames River Bridge
During replacement of the center bascule span of the Amtrak Thames River Bridge with a lift span structure, significant settlement occurred in the bascule pier. The pier was stabilized by solidifying the underlying soil by methodological injection of grout. This paper describes the construction aspects of an unusually large permeation grouting program which was undertaken to arrest settlement of a 92-year-old bridge pier.
Construction Challenges During the Remedial Grouting of the Thames River Bridge
Carr, Patrick (author) / Quasarano, Michael (author)
Proceedings of the Fourth International Conference on Grouting and Deep Mixing ; 2012 ; New Orleans, Louisiana, United States
Grouting and Deep Mixing 2012 ; 610-619
2012-08-17
Conference paper
Electronic Resource
English
Grouting , Highways and roads , Chemical grouting , Construction , Anchors , Cement , Railroad bridges , Cutoffs , Connecticut , Piles , Mixing , Foundations , Hydraulic structures
Construction Challenges during the Remedial Grouting of the Thames River Bridge
British Library Conference Proceedings | 2012
|Grouting of Deep Foundations at the Thames River Bridge
ASCE | 2009
|Grouting of Deep Foundations at the Thames River Bridge
British Library Conference Proceedings | 2009
|Engineering Index Backfile | 1920
|Engineering Index Backfile | 1890