State-Dependent Volume Change during Creep in Engineered Silty Sand
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 145, Issue 6
Abstract
To investigate the volumetric creep behavior of engineered sand containing nonplastic silt, a series of creep tests was performed under various stress conditions and initial void ratios. It was found that contractive or dilative volumetric creep behavior was determined by a specific combination of the void ratio () and the mean normal effective stress () at the beginning of creep. Based on the experimental results, the range for which no volumetric change occurs during creep was determined, and this group of specific combinations of and was defined as the zero-creep volume change zone (ZCVZ). The contractive or dilative volume change pattern during creep can be predicted by the positions of and relative to the ZCVZ on the plane. The creep mechanism of the observed volumetric behavior was explained by adopting the microscopic mechanisms of dislocation slip and the recovery process in the creep of metals.
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Acknowledgments
This work was supported by a National Research Foundation of Korea (NRF) grant funded by the Korean government (MSIP) (No. 2015R1A2A2A01005969). This research was also supported by a grant (Development of life-cycle engineering technique and construction method for global competitiveness upgrade of cable bridges, 18SCIP-B119953) from Smart Civil Infrastructure Research Program funded by the Ministry of Land, Infrastructure and Transport (MOLIT) of the Korean government and the Korea Agency for Infrastructure Technology Advancement (KAIA).
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©2019 American Society of Civil Engineers.
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Received: Jan 6, 2018
Accepted: Nov 19, 2018
Published online: Mar 25, 2019
Published in print: Jun 1, 2019
Discussion open until: Aug 25, 2019
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