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Temburong Bridge, Brunei – Ground Engineering - Part 2: Geotechnical Design

 Temburong Bridge, Brunei – Ground Engineering - Part 2: Geotechnical Design
Author(s): , , , ,
Presented at IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015, published in , pp. 2022-2029
DOI: 10.2749/222137815818359528
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The new 30 km Cadangan Projek Jambatan Temburong (Temburong Bridge Project) in Brunei will provide a highway link between the two separated parts of Brunei, by spanning Brunei Bay. The complex geol...
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Bibliographic Details

Author(s): (Arup, Hong Kong)
(Arup, Hong Kong)
(Arup, Hong Kong)
(Arup, Hong Kong)
(Arup, Hong Kong)
(Arup, Hong Kong)
Medium: conference paper
Language(s): English
Conference: IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015
Published in:
Page(s): 2022-2029 Total no. of pages: 8
Page(s): 2022-2029
Total no. of pages: 8
Year: 2015
DOI: 10.2749/222137815818359528
Abstract:

The new 30 km Cadangan Projek Jambatan Temburong (Temburong Bridge Project) in Brunei will provide a highway link between the two separated parts of Brunei, by spanning Brunei Bay. The complex geological setting brings particular challenges to the design and construction of the foundations required for the various forms of bridge structures. The varying depths of geological stratigraphy along the alignment and different loading conditions call for multiple deep foundation types, as well as different construction methodologies, to be adopted. Part 2 of this paper on the Ground Engineering aspects of the project focuses on the choices of foundation for different sections of the crossing, the geotechnical design approach and verification strategy, and the relevant computer analyses undertaken.

Keywords:
Eurocode deep foundation time-history analysis Time History Analysis soil-structure interaction piles Brunei

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