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Optimization Analysis for Pavement Construction Integrated Optical Fiber Sensors Based on DEM-FDM Coupled Method. [PDF]
Tian P +6 more
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Cyclic triaxial tests on frozen sand
Engineering Geology, 1979ABSTRACT 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
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Cyclic Triaxial Strength of Standard Test Sand
Journal of the Geotechnical Engineering Division, 1976A 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
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Cyclic Triaxial Tests on Remoulded Clays
Journal of Geotechnical Engineering, 1984Data 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
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Triaxial tension–compression tests for multiaxial cyclic plasticity
International Journal of Plasticity, 1999Abstract 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
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Defining Y2 Yielding From Cyclic Triaxial Tests
Geotechnical Testing Journal, 2013Abstract 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
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