Static Fatigue, Time Effects, and Delayed Increase in Penetration Resistance after Dynamic Compaction of Sands
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 5
Abstract
Dynamically compacted sands often exhibit a drop in cone penetration resistance immediately after compaction, but a gradual increase in the resistance occurs in a matter of weeks and months. An explanation of the former is sought in analysis of the stress state immediately after a dynamic disturbance, and a justification for the latter is found in the micromechanics process of static fatigue (or stress corrosion cracking) of the micromorphologic features at the contacts between sand grains. The delayed fracturing of contact asperities leads to grain convergence, followed by an increase in contact stiffness and an increase in elastic modulus of sand at the macroscopic scale. Time-dependent increase in small-strain stiffness of sand under a sustained load is a phenomenon confirmed by earlier experiments. It is argued that the initial drop in the cone penetration resistance after dynamic compaction is caused by a drop in the horizontal stress after the disturbance. The subsequent gradual increase in the penetration resistance is not a result of increasing strength, but it is owed to the time-delayed increase in stiffness of sand, causing increase in horizontal stress under one-dimensional strain conditions. This process is a consequence of static fatigue at contacts between grains. The strength of sand after dynamic compaction increases as soon as the fabric of the compacted sand is formed and is little affected by the process of grain convergence in the time after compaction. Contact stiffness, with its dependence on static fatigue, holds information about the previous loading process, and it is a memory parameter of a kind; this information is lost after a disturbance, such as dynamic compaction, in which new contacts are formed. The scanning electron microscope (SEM) observations, discrete element simulations, and energy considerations are carried out to make the argument for the proposed hypothesis stronger.
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Acknowledgments
The work presented in this paper was supported by the National Science Foundation through grant CMMI-1129009. This support is greatly appreciated. The authors also would like to thank Itasca Consulting Group for academic license of their code and The University of Michigan Electron Microbeam Analysis Laboratory for the use of their Quanta 3D Scanning Electron Microscope supported by the National Science Foundation Grant No. DMR-0320740.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 138 • Issue 5 • May 2012
Pages: 564 - 574
Copyright
© 2012. American Society of Civil Engineers.
History
Received: Jul 30, 2010
Accepted: Aug 2, 2011
Published online: Apr 16, 2012
Published in print: May 1, 2012
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