Technical Papers
Jun 28, 2022

A Study on Macro and Micro Characteristics and Correlation of Soil under Cyclic Freeze–Thaws

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 9

Abstract

When soil is subjected to freeze–thaw cycles, its macro morphology and overall strength experience certain changes that often are caused by microscopic modifications of its internal structure in geological hazards. To clarify the relationship between the microstructure characteristics and the macro deformation of silt under cyclic freeze–thaws, eight silt samples with different compactions and moisture contents were set up to conduct five cycles and computed tomography (CT). The displacement and CT images of the soil were obtained. The displacement monitoring results show that there was a relationship between compaction and moisture content, which determined whether the silt experienced a settlement or an expansion. To capture the quantitative microstructural characteristics from the CT images, the two-dimensional threshold histogram method was improved, and the threshold values between fracture and soil units in the freezing and thawing states were found. Furthermore, six microstructural parameters of fractures were obtained. Through correlation analyses, the relationship between the microstructural parameters and soil displacement was verified to be similar to that between the physical parameters and the displacement. In addition, an exponential statistical model of micro and macro parameters was established, showing that the soil microstructure can be improved, and the displacement is constrained within a relatively tight bound after cyclic freeze–thaws.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was supported by the National Key R&D Program of China (Grant No. 2018YFC1504504).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 9September 2022

History

Received: Jul 20, 2021
Accepted: Jan 21, 2022
Published online: Jun 28, 2022
Published in print: Sep 1, 2022
Discussion open until: Nov 28, 2022

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Tao Zhang, Ph.D. [email protected]
Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, Shanghai Jiao Tong Univ., Dongchuan Rd., 800, Shanghai 200030, China; School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong Univ., Dongchuan Rd., 800, Shanghai 200030, China. Email: [email protected]
Professor, Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, Shanghai Jiao Tong Univ., Dongchuan Rd., 800, Shanghai 200030, China; Professor, School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong Univ., Dongchuan Rd., 800, Shanghai 200030, China (corresponding author). ORCID: https://orcid.org/0000-0003-3523-2832. Email: [email protected]

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Cited by

  • Introduction of New Salt Storage Fiber to Achieve Sustainable Deicing in Asphalt Pavements, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-17325, 36, 5, (2024).
  • Evaluation of soil macro-aggregate characteristics in response to soil macropore characteristics investigated by X-ray computed tomography under freeze-thaw effects, Soil and Tillage Research, 10.1016/j.still.2022.105559, 225, (105559), (2023).

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