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- W609083330 abstract "This article described papers presented at the joint meeting of the British Geotechnical Society and the Engineering Group of the Geological Society on 7 February 1989. Case histories were presented that addressed the problems associated with the design and construction of either underpasses or cuttings in London clay. The case histories were: a) the 1.5 km underpass at the a406/a10 great Cambridge road junction; the design of the a406 underpass between Chingford Road and Hale End Road, where a 1.9 km long cut was to be made with a maximum retained height of 14 m; c) the deep cutting at Reading for the a329(m) formed using diaphragm walls. Particular attention was given to assessing the soil parameters to be used, especially ko (earth pressure at rest) and the provision of information on the soil structure. Methods of attaining design parameters for London and weald clays were also discussed. Another paper described the geological conditions encountered beneath pier 3 of the river dee viaduct which was founded on weak mudstones and siltstones. Field measurements of heave taken during and after constructions of deep basements in London clay (new Palace Yard, Shell Centre and the new British library) were also presented. (TRRL)" @default.
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- W609083330 date "1989-04-01" @default.
- W609083330 modified "2023-09-24" @default.
- W609083330 title "DEEP EXCAVATIONS IN SOFT ROCKS OVER CONSOLIDATED CLAYS" @default.
- W609083330 hasPublicationYear "1989" @default.
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