Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Buoyant foundations in soft clay for oil refinery structures at Grangemouth
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
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
Inst Civ Engrs -- Proc
Pike, C.W. (Autor:in) / Saurin, B.F. (Autor:in)
1952
21 pages
4 Supp Plates
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
SITE SURVEY: BP OIL GRANGEMOUTH REFINERY
| Online Contents | 1995
| Wiley | 2005
Earthquake response at Grangemouth
| Online Contents | 1993
Earthquake response at Grangemouth
| British Library Online Contents | 1993
Earthquake response at Grangemouth.
| Online Contents | 1993