Results 191 to 200 of about 16,478 (248)

Cyclic triaxial tests on frozen sand

Engineering Geology, 1979
ABSTRACT Li, J.C., Baladi, G.Y. and Andersland, O.B., 1979. Cyclic triaxial tests on frozen sand. Eng. Geol., 13: 233–246. Strain-controlled cyclic triaxial tests were performed on a one-size silica (Ottawa) sand artificially frozen into 71.1-mm-diameter cylindrical samples.
John C. Li   +2 more
  +4 more sources

Cyclic Triaxial Strength of Standard Test Sand

Journal of the Geotechnical Engineering Division, 1976
A cooperative cyclic triaxial strength test program was performed by eight university, government, and consulting laboratories to define the cyclic strength characteristics often called the liquefaction potential or cyclic mobility of a standard test sand.
Marshall L. Silver   +7 more
openaire   +2 more sources

Cyclic Triaxial Tests on Remoulded Clays

Journal of Geotechnical Engineering, 1984
Data are presented from cyclic triaxial tests on remoulded clays with load or displacement control. The ability of simple load control tests to predict strains developed in complex (storm profile) tests is found inadequate. It is suggested that only the minimum cyclic stress ratio associated with the fully weakened state has any direct design relevance.
David C. Procter, Jalal H. Khaffaf
openaire   +1 more source

Triaxial tension–compression tests for multiaxial cyclic plasticity

International Journal of Plasticity, 1999
Abstract The aim of this paper is to present triaxial tension–compression tests and a new triaxial specimen devoted to the study of cyclic plasticity under non-proportional loadings. Because the stress state in the central part of the specimen is not homogeneous, the analysis of the tests need a 3D finite element computation.
Callcoh, Sylvain, Marquis, Didier
openaire   +2 more sources

Defining Y2 Yielding From Cyclic Triaxial Tests

Geotechnical Testing Journal, 2013
Abstract This paper presents the yielding characteristics of overconsolidated Bootlegger Cove Formation (BCF) clays extracted from the Port of Anchorage construction site. Additionally, it extends the critical shear strain concept to define the point at which irrecoverable deformations begin (Y2 yielding) to the case of fully reversed ...
David G. Zapata-Medina, Richard J. Finno
openaire   +1 more source

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