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Technical Papers
Jan 24, 2023

Fully Coupled Model for One-Dimensional Large-Strain Consolidation and Heat Conduction in Saturated Clay

Authors: Wenhao Jiang https://orcid.org/0000-0003-1687-8902 [email protected], Chen Feng https://orcid.org/0000-0001-6789-721X [email protected], Shangqi Ge https://orcid.org/0000-0002-6863-5075 [email protected], Saiou Fu https://orcid.org/0000-0002-2537-7002 [email protected], and Jiangshan Li https://orcid.org/0000-0003-0055-7397 [email protected]Author Affiliations
Publication: Journal of Engineering Mechanics
Volume 149, Issue 4
https://doi.org/10.1061/JENMDT.EMENG-6852
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Abstract

The consolidation characteristics of soils are affected by both mechanical loading and ambient temperature. However, research on this coupled theory is lacking. In this study, a fully coupled model for one-dimensional large-strain consolidation and heat conduction is established, where the influences of temperature on the physical-mechanical properties of saturated clay are considered. Based on the finite difference method, the numerical solutions for the coupled model are developed. Moreover, the correctness is validated by comparing the calculational results of the proposed model with those of the COMSOL simulation (a finite element software simulation) and the classical analytical solutions, respectively. Finally, the effects of different factors on consolidation behaviors are discussed. It is found that the increase in temperature increment ΔT generally accelerates the dissipation rate of excess pore-water pressure (EPWP) and increases the final settlement. The settlement is gradually reduced with an increasing effective yield stress σcR. A larger permeability coefficient kvr,R leads to an increasing EPWP dissipation rate. Furthermore, it is observed that the influence of σcR on the settlement is slightly enhanced with an increasing ΔT, while the effect of kvr,R on the dissipation rate of EPWP becomes less remarkable under a higher ΔT. In conclusion, the proposed coupled model can properly describe the large-strain consolidation behaviors of saturated clay when the effect of heat conduction is incorporated.

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Data Availability Statement

All data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

This work is financially supported by the National Key Research and Development Program of China (Grant No. 2019YFC1804003), and the Funds for International Cooperation and Exchange of the National Natural Science Foundation of China (Grant No. 51861165104). Their supports are gratefully acknowledged.

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Journal of Engineering Mechanics
Volume 149 • Issue 4 • April 2023

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© 2023 American Society of Civil Engineers.

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Received: Jul 9, 2022
Accepted: Nov 13, 2022
Published online: Jan 24, 2023
Published in print: Apr 1, 2023
Discussion open until: Jun 24, 2023

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ASCE Technical Topics:

  1. Clays
  2. Consolidated soils
  3. Coupling
  4. Engineering fundamentals
  5. Finite element method
  6. Geomechanics
  7. Geotechnical engineering
  8. Material mechanics
  9. Materials engineering
  10. Measurement (by type)
  11. Methodology (by type)
  12. Numerical methods
  13. Saturated soils
  14. Soft soils
  15. Soil mechanics
  16. Soil properties
  17. Soils (by type)
  18. Strain
  19. Structural engineering
  20. Structural members
  21. Structural systems
  22. Temperature effects
  23. Temperature measurement

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Wenhao Jiang https://orcid.org/0000-0003-1687-8902 [email protected]
Ph.D. Student, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China; Hubei Provincial Key Laboratory of Contaminated Sludge and Soil Science and Engineering, Wuhan 430071, China. ORCID: https://orcid.org/0000-0003-1687-8902. Email: [email protected]
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Chen Feng https://orcid.org/0000-0001-6789-721X [email protected]
Ph.D. Student, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China; Hubei Provincial Key Laboratory of Contaminated Sludge and Soil Science and Engineering, Wuhan 430071, China. ORCID: https://orcid.org/0000-0001-6789-721X. Email: [email protected]
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Shangqi Ge https://orcid.org/0000-0002-6863-5075 [email protected]
Ph.D. Student, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. ORCID: https://orcid.org/0000-0002-6863-5075. Email: [email protected]
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Saiou Fu https://orcid.org/0000-0002-2537-7002 [email protected]
Ph.D. Student, College of Civil Engineering, Liaoning Technical Univ., Fuxin 123000, China; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. ORCID: https://orcid.org/0000-0002-2537-7002. Email: [email protected]
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Jiangshan Li https://orcid.org/0000-0003-0055-7397 [email protected]
Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Hubei Provincial Key Laboratory of Contaminated Sludge and Soil Science and Engineering, Wuhan 430071, China (corresponding author). ORCID: https://orcid.org/0000-0003-0055-7397. Email: [email protected]
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