The Second Bassein Creek Bridge at Mumbai (formerly known as Bombay) is the first highway bridge in India to have shock transmission units (STUs) installed. The original bridge, which carries the existing two-lane highway adjacent to the second bridge, had faced many problems with caisson foundations during the construction in 1963–1970. During the design of the Second Bassein Creek Bridge the design and proof check consultants realised that, as the site conditions were rather difficult, it was prudent to limit the size of the caisson foundations to a maximum of 12·5 m o.d. These, however, would be unable to take full seismic and other short-term horizontal loads. They resolved this problem effectively by using STUs to distribute seismic loading on various substructure elements of the bridge, thereby limiting the foundation size. This paper describes the difficult site conditions for the construction of caisson foundations and evaluates the usefulness and cost-effectiveness of STUs for the bridge.
Article navigation
1 December 2004
Research Article|
December 01 2004
Value of shock transmission units for Mumbai Bridge
D. J. Patel, MEngSc, FIEAust, CPEng, MICE, FIBE, MIHT
D. J. Patel, MEngSc, FIEAust, CPEng, MICE, FIBE, MIHT
Acting Team Leader/Resident Engineer
Second Bassein Creek Bridge
Mumbai, India
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
July 19 2003
Accepted:
April 29 2004
Online ISSN: 1751-7664
Print ISSN: 1478-4637
© 2004 Thomas Telford Ltd
2004
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2004) 157 (4): 203–212.
Article history
Received:
July 19 2003
Accepted:
April 29 2004
Citation
Patel DJ (2004), "Value of shock transmission units for Mumbai Bridge". Proceedings of the Institution of Civil Engineers - Bridge Engineering, Vol. 157 No. 4 pp. 203–212, doi: https://doi.org/10.1680/bren.2004.157.4.203
Download citation file:
Suggested Reading
A case study on the P–Δ effect on inelastic seismic behaviour of a bridge pier
Proceedings of the Institution of Civil Engineers - Bridge Engineering (June,2013)
Monitoring of long-span bridges in Japan
Proceedings of the Institution of Civil Engineers - Civil Engineering (January,2017)
Wind and earthquake protection of cable-supported bridges
Proceedings of the Institution of Civil Engineers - Bridge Engineering (February,2015)
Widening of existing bridges on State Highway 16 in Auckland
Proceedings of the Institution of Civil Engineers - Bridge Engineering (July,2015)
Near-fault vertical ground motion effects on the response of balanced cantilever bridges
Proceedings of the Institution of Civil Engineers - Bridge Engineering (October,2019)
Related Chapters
UK Implementation of Eurocodes for Bridge Design – An Overview
Bridge Design to Eurocodes: UK Implementation
Eurocode Implementation – The European Context
Bridge Design to Eurocodes: UK Implementation
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
