Results 201 to 210 of about 16,681 (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, Gilbert Y. Baladi, O.B. Andersland   +2 more
  +4 more sources

Cyclic triaxial strength of standard test sand

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 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, Clarence K. Chan, Richard S. Ladd, Kenneth L. Lee, Drew A. Tiedemann, Frank C. Townsend, Julio E. Valera, James H. Wilson   +7 more
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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

A Compilation of Cyclic Triaxial Liquefaction Test Data

Geotechnical Testing Journal, 1979
Abstract A data base on cyclical soil strength would be of significant assistance in many phases of site evaluation where detailed complete cyclical soil testing is not available or could not economically be obtained. The objective of this study was to develop a partial data base for determining the seismic strength of saturated ...
JM Ferrito, JB Forrest, G Wu
openaire   +1 more source

The stable state in cyclic triaxial testing on sand

Soil Dynamics and Earthquake Engineering, 1994
Abstract The paper will describe a number of new characteristic phenomena of sand under cyclic loading, which have been discovered by triaxial cell testing, at the Soil Mechanics Laboratory at Aalborg University using test specimens with equal height and diameter.
openaire   +2 more sources

Cyclic and Postcyclic Triaxial Testing of Ballast and Subballast

Journal of Materials in Civil Engineering, 2016
AbstractBallast and subballast are two layers of noncohesive, granular materials with different grain sizes filled in the track substructure to bear traffic loadings from train passages. The performance and sustainability of a track substructure depend on both of these two granular layers. This paper presents the experimental results of cyclic triaxial
Xuecheng Bian, Jianqun Jiang, Wanfeng Jin, Dongdong Sun, Wei Li, Xuemei Li   +5 more
openaire   +1 more source

Cyclic triaxial tests with continuous measurement of dissipated energy

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1983
Abstract This article describes conventional cyclic triaxial tests on a uniform sand in which the amount of energy dissipated by the specimen was continuously monitored. Energy monitoring was achieved by means of a digital circuit that automatically integrated the force-displacement signals as the test progressed.
KJ Simcock, RO Davis, JB Berrill, G Mullenger   +3 more
openaire   +2 more sources

Unloading Elastic Behavior of Sand in Cyclic Triaxial Tests

Geotechnical Testing Journal, 2016
Abstract In this paper, digital image technology was used in the surface-deformation measurement of soil, making it possible to monitor the axial, radial, and volumetric deformations and the deformation distribution over the entire surface of specimens in triaxial tests.
Feitao Zeng, Longtan Shao
openaire   +1 more source

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

Cyclic loading triaxial testing of crushed rubble and lava

Bulletin of the International Association of Engineering Geology, 1984
This paper describes a laboratory investigation into the suitability of crushed rubble as a substitute for conventional road base materials. The rubble investigated was a mixture of crushed concrete and crushed bricks, whilst lava from the Eifel was chosen as a reference material.
T. H. Sweere Govert, A. C. Eerden Mark
openaire   +1 more source