Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Secondary compression of undisturbed saturated clay has been studied under three-dimensional stress conditions and by standard consolidation tests; variation in void ratio is in proportion with logarithm of time, though there is slight undulation on curve when specimen is thinner; larger percentage of secondary compression takes place for thinner specimen.
Secondary compression of undisturbed saturated clay has been studied under three-dimensional stress conditions and by standard consolidation tests; variation in void ratio is in proportion with logarithm of time, though there is slight undulation on curve when specimen is thinner; larger percentage of secondary compression takes place for thinner specimen.
Study on long-term consolidation of undisturbed saturated clay
Soil Foundation
Akai, K. (Autor:in)
1963
7 pages
Aufsatz (Zeitschrift)
Englisch
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