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Abstract

Multiscale experiments were conducted to investigate the thixotropic behavior of a naturally occurring illite-rich marine clay with a moderate salinity and of a manufactured, highly purified kaolin clay at respective liquid limits. The temporal evolution in undrained shear strength su and small-strain shear modulus Gmax was assessed using fall cone and bender element testing, and one-dimensional X-ray diffraction and electron microscopy were employed to probe microfabric changes. Results showed that both the su and Gmax of the two very soft clays exhibited a time-dependent increase by as much as 330% and 386% over 64  days, respectively, which can be divided into two stages with drastically different rates: a much higher rate during the initial 2–7 days, and a lower rate over extended time. Such a transition in the hardening rate manifested dissimilar thixotropic mechanisms dominating the two stages; whereas the initial stage is controlled by fabric aging chiefly dictating su, including particle rearrangements (e.g., reorientation, aggregation, and flocculation) and homogenization of defects and disturbance, the later stage is controlled by contact aging dominating the long-term increase in Gmax. A temporal increase in both the su and Gmax fit the three-unit Burgers model well, further confirming that multiple mechanisms contribute to different thixotropic stages with dissimilar rates.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available in a repository or online in accordance with funder data retention policies (https://scholarworks.umass.edu/). Some code and software used during the study were provided by a third party (e.g., HighScore Plus, Origin, and SigmaPlot).

Acknowledgments

This work was supported by the National Science Foundation (NSF) under Award CMMI 1640306. The first author also received partial support from the Charles F. Perrell Scholarship. Any opinions, findings, and conclusions expressed in this paper are those of the authors and do not necessarily reflect the views of the NSF.

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Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 1January 2022

History

Received: Jan 5, 2021
Accepted: Aug 18, 2021
Published online: Oct 19, 2021
Published in print: Jan 1, 2022
Discussion open until: Mar 19, 2022

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Jing Peng, S.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Amherst, Amherst, MA 01003. Email: [email protected]
Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401; formerly, Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Amherst, Amherst, MA 01003. ORCID: https://orcid.org/0000-0002-5433-6285. Email: [email protected]
Dongfang Wang, Ph.D. [email protected]
Formerly, Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Amherst, Amherst, MA 01003. Email: [email protected]
Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Amherst, Amherst, MA 01003. Email: [email protected]
Don J. DeGroot, Sc.D., M.ASCE [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Amherst, Amherst, MA 01003. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Amherst, Amherst, MA 01003 (corresponding author). ORCID: https://orcid.org/0000-0002-8119-2731. Email: [email protected]

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  • Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays, Journal of Geotechnical and Geoenvironmental Engineering, 10.1061/(ASCE)GT.1943-5606.0002833, 148, 8, (2022).

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