Apparent Creep of Saturated Sand Caused by Intrinsic Cyclic Loading
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 140, Issue 2
Abstract
An interesting phenomenon, designated as an apparent creep of saturated sand, is described on the basis of experimental data obtained from triaxial quasi-drained-controlled tests. In such tests, external stresses were kept constant while the pore pressure was cyclically changed (intrinsic cyclic loading). It is a kind of cyclic loading that takes place in seabeds, where the pore pressure changes cyclically because of the action of water waves. During the experiment, both vertical and horizontal strains were recorded. It is shown that these strains gradually increase as functions of the number of loading cycles in such a way that the volume of the specimen is constant, and only the deviatoric strain increases. The experimental curve resembles the creep curve for solid materials, in which real time is replaced by the number of loading cycles. The experiments are described and discussed, and a simple model of the phenomenon observed is proposed.
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Acknowledgments
Research reported in this paper was supported by the Polish Ministry of Science and Higher Education (project N N506 072938), which is deeply appreciated.
References
Jeng, D.-S. (2013). Porous models for wave-seabed interactions, Shanghai Jiao Tong University Press, Shanghai, China.
Sawicki, A., and Mierczyński, J. (2006). “Developments in modelling liquefaction of granular soils, caused by cyclic loads.” Appl. Mech. Rev., 59(2), 91–106.
Sawicki, A., and Świdziński, W. (2010). “Stress–strain relations for dry and saturated sands. I. Incremental model.” J. Theor. Appl. Mech., 48(2), 309–328.
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© 2013 American Society of Civil Engineers.
History
Received: Feb 18, 2013
Accepted: Aug 9, 2013
Published online: Aug 12, 2013
Published in print: Feb 1, 2014
Discussion open until: Apr 19, 2014
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