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Centrifuge Model Tests on Bearing Capacity of Clay
Publisher: American Society of Civil Engineers
Abstract: A series of centrifugal model tests to investigate the bearing capacity of a strip footing on normally consolidated Kawasaki clay was performed. The proposed prototype is a normally consolidated clay foundation having ...
Closure to “<i>Constitutive Parameters Estimated by Plasticity Index</i>” by Akio Nakase, Takeshi Kamei, and Osamu Kusakabe (July, 1988, Vol. 114, No. 7)
Publisher: American Society of Civil Engineers
Constitutive Parameters Estimated by Plasticity Index
Publisher: American Society of Civil Engineers
Abstract: A large testing program, consisting of triaxial compression, triaxial extension, and oedometer tests on 12 artificially prepared soils was performed. The soils exhibited a wide range in plasticity index, from 10–55. These ...
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