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A platform for research: civil engineering, architecture and urbanism
Soil Modulus for Laterally Loaded Piles
Using results from a lateral load test on a 24-in. pipe pile and laboratory tests on undisturbed clay samples, a tentative procedure for estimating the soil modulus of pile reaction is developed for problems involving transient loads. The correlation that is derived is based on the similitude on logarithmic paper of laboratory stress-strain curves and soil reaction-deflection curves from the pile test.
Soil Modulus for Laterally Loaded Piles
Using results from a lateral load test on a 24-in. pipe pile and laboratory tests on undisturbed clay samples, a tentative procedure for estimating the soil modulus of pile reaction is developed for problems involving transient loads. The correlation that is derived is based on the similitude on logarithmic paper of laboratory stress-strain curves and soil reaction-deflection curves from the pile test.
Soil Modulus for Laterally Loaded Piles
McClelland, Bramlette (author) / Focht, John A. (author)
Transactions of the American Society of Civil Engineers ; 123 ; 1049-1063
2021-01-01
151958-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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