1998•Indian highwaysRequires access

STEEL CAISSON FOR WELL FOUNDATION OF RAIL-CUM-ROAD BRIDGE OVER RIVER BRAHMAPUTRA AT JOGIGHOPA

B. Sivarama Sarma

Open publisher page 0 citations

Abstract

This paper describes the design and construction of a double-decker bridge across the River Brahmaputra at Jogighopa, Assam, India. The upper deck of the 2.280km long bridge is to connect the NH-31(b) highway on the north bank with the NH-37 highway on the south bank; there is also 1.082km of connecting road viaducts. The lower deck carries a railway line across the river. The bridge has 19 main pier foundations, each of which is a well foundation, and two twin circular well abutments on each side. Two of the foundations are on rock, and use a combination of 18m diameter circular well the 12 1.5m diameter piles anchored into the rock. 17 of the wells are founded on dense sand, and are of 11m x 17m double D-type, using a steel caisson. The paper gives details of the design, fabrication, launching, floating, and grounding of the caissons. It also discusses the problems faced during construction, how they were solved, and what precautions were taken. A complete 12m caisson could be made within about two months. Although construction of the bridge foundations was made more difficult by the unpredictable flooding behaviour of the river, the use of caissons made it possible to tackle successfully all problems arising.

About this research paper

What this paper is about

This paper describes the design and construction of a double-decker bridge across the River Brahmaputra at Jogighopa, Assam, India. The upper deck of the 2.280km long bridge is to connect the NH-31(b) highway on the north bank with the NH-37 highway on the south bank; there is also 1.082km of connecting road viaducts. The lower deck carries a railway line across the river. The bridge has 19 main pier foundations, each of which is a well foundation, and two twin circular well abutments on each side. Two of the foundations are on rock, and use a combination of 18m diameter circular well the 12 1.5m diameter piles anchored into the rock. 17 of the wells are founded on dense sand, and are of 11m x 17m double D-type, using a steel caisson. The paper gives details of the design, fabrication, launching, floating, and grounding of the caissons. It also discusses the problems faced during construction, how they were solved, and what precautions were taken. A complete 12m caisson could be made within about two months. Although construction of the bridge foundations was made more difficult by the unpredictable flooding behaviour of the river, the use of caissons made it possible to tackle successfully all problems arising.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

This paper describes the design and construction of a double-decker bridge across the River Brahmaputra at Jogighopa, Assam, India. The upper deck of the 2.280km long bridge is to connect the NH-31(b) highway on the north bank with the NH-37 highway on the south bank; there is also 1.082km of connecting road viaducts. The lower deck carries a railway line across the river. The bridge has 19 main pier foundations, each of which is a well foundation, and two twin circular well abutments on each side. Two of the foundations are on rock, and use a combination of 18m diameter circular well the 12 1.5m diameter piles anchored into the rock. 17 of the wells are founded on dense sand, and are of 11m x 17m double D-type, using a steel caisson. The paper gives details of the design, fabrication, launching, floating, and grounding of the caissons. It also discusses the problems faced during construction, how they were solved, and what precautions were taken. A complete 12m caisson could be made within about two months. Although construction of the bridge foundations was made more difficult by the unpredictable flooding behaviour of the river, the use of caissons made it possible to tackle successfully all problems arising.

Key concepts: Caisson, Pier, Bridge (graph theory), Foundation (evidence), Deck, Geotechnical engineering, Engineering, Civil engineering

Related papers

Back to paper searchBrowse research topicsOriginal source
STEEL CAISSON FOR WELL FOUNDATION OF RAIL-CUM-ROAD BRIDGE OVER RIVER BRAHMAPUTRA AT JOGIGHOPA — Research Paper | ScholarLens