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Buoyant foundations in soft clay for oil refinery structures at Grangemouth

Pike, C.W. / Saurin, B.F.

Foundation at Grangemouth, Scotland, consists of hollow reinforced concrete box; longitudinal and transverse walls divide foundation into series of 10 ft square cells; walls were built to full height above ground and sunk to required levels; records of settlements for buoyant foundations; typical soil properties; maximum depth of excavation was 24 ft 5 in. (See also - discussion p 321-34)

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Buoyant foundations in soft clay for oil refinery structures at Grangemouth

Pike, C.W. / Saurin, B.F.

Foundation at Grangemouth, Scotland, consists of hollow reinforced concrete box; longitudinal and transverse walls divide foundation into series of 10 ft square cells; walls were built to full height above ground and sunk to required levels; records of settlements for buoyant foundations; typical soil properties; maximum depth of excavation was 24 ft 5 in. (See also - discussion p 321-34)

Buoyant foundations in soft clay for oil refinery structures at Grangemouth

Pike, C.W. / Saurin, B.F.

Foundation at Grangemouth, Scotland, consists of hollow reinforced concrete box; longitudinal and transverse walls divide foundation into series of 10 ft square cells; walls were built to full height above ground and sunk to required levels; records of settlements for buoyant foundations; typical soil properties; maximum depth of excavation was 24 ft 5 in. (See also - discussion p 321-34)

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Title:

Buoyant foundations in soft clay for oil refinery structures at Grangemouth

Additional title:

Inst Civ Engrs -- Proc

Contributors:

Pike, C.W. (author) / Saurin, B.F. (author)

Published in:

Institution of Civil Engineers -- Proceedings ; 1

Publication date:

1952

Size:

21 pages

Remarks:

4 Supp Plates

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Petroleum refineries

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

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