The new Sea link Bridge over Main land Sewri on Mumbai side to Ulwe on Navi Mumbai side is characterized by some aesthetically appealing elevations of the Bridge and large spans. This paper gives an insight to design and construction technique adopted for foundation construction of the Trans-Harbour Link Package-1 at Sewri end, Site being located in intertidal zone had its unique geological characteristics and own set of challenges during construction.
Subjects: Pile foundation, Deep rock drilling, Marine piling, Intertidal zone, Navigational zone, Reverse circulation Drilling, Bracket support system and precast shell
Author: Ekhlaq A. Khan