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Station sited on tidal mudlands, where stiff clays are overlain by soft silty clay 10 to 40 ft thick, inadequate to carry any heavy loads; foundations were either excavated within steel sheet piled cofferdam down to stiff clay, or carried on bearing piles; it is concluded that equilibrium shear strength of clay is more accurate basis for calculation than is immediate shear strength.
Station sited on tidal mudlands, where stiff clays are overlain by soft silty clay 10 to 40 ft thick, inadequate to carry any heavy loads; foundations were either excavated within steel sheet piled cofferdam down to stiff clay, or carried on bearing piles; it is concluded that equilibrium shear strength of clay is more accurate basis for calculation than is immediate shear strength.
Foundation at Poole power station
Geotechnique
Megaw, T.M. (author)
Geotechnique ; 2
1951
13 pages
Article (Journal)
English
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Foundations at Poole power station
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