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Deep caissons stabilize weak bank

Concrete filled caissons prevent movement of bank of southern end of new bridge across Lake Maelar in Stockhokm; diagrammatic presentation of loads on typical caissons and of amount of skin friction that would be effective in carrying part of weight of fill; 60-in. pipe caissons having steel walls 0.4-in. thick, were sunk by rotating them while dredging inside.

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Deep caissons stabilize weak bank

Concrete filled caissons prevent movement of bank of southern end of new bridge across Lake Maelar in Stockhokm; diagrammatic presentation of loads on typical caissons and of amount of skin friction that would be effective in carrying part of weight of fill; 60-in. pipe caissons having steel walls 0.4-in. thick, were sunk by rotating them while dredging inside.

Deep caissons stabilize weak bank

Concrete filled caissons prevent movement of bank of southern end of new bridge across Lake Maelar in Stockhokm; diagrammatic presentation of loads on typical caissons and of amount of skin friction that would be effective in carrying part of weight of fill; 60-in. pipe caissons having steel walls 0.4-in. thick, were sunk by rotating them while dredging inside.

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Title:

Deep caissons stabilize weak bank

Additional title:

Eng News-Rec

Published in:

Engineering News-Record ; 150

Publication date:

1953

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

© Metadata Copyright Elsevier B. V. All rights reserved.

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