Technical Papers
Jul 25, 2022

New Unsaturated Dynamic Porosity Hydromechanical Coupled Model and Experimental Validation

Publication: International Journal of Geomechanics
Volume 22, Issue 10

Abstract

Constitutive coupled modeling has developed rapidly in recent decades, with numerous new models published. However, few models consider dynamic porosity, and experimental validation of such a model remains a challenge due to multiple variables. In this study, a new constitutive model for unsaturated soil with dynamic porosity was developed based on mixture theory and nonequilibrium thermodynamics, then the model was validated using test data from two experimental studies that yielded good results (relative average error AVRE = 0.8631–1.3046, R2 = 0.9028–0.9981). The sensitivity of the model to the four primary parameters was analyzed to investigate the influence of model properties on the hydraulic and mechanical behavior. Results show that the calculation of volumetric strain is most sensitive to Young’s modulus (E), while the calculation of specific water volume is most sensitive to permeability (k). In addition, the sensitivity of the parameters changes with their value. Modeled results show that the porosity change significantly affects both hydraulic and mechanical behavior, even when soil undergoes relatively low deformation. Relative calculation error decreases notably after porosity change is considered (44.9% and 35.2% improvement in two different calculations). This study also finds that dynamic porosity affects the deformation energy of solids.

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Acknowledgments

This study was supported by the National Key R&D Program of China (No. 2019YFC1805503), the National Key R&D Program of China (No. 2018YFC1800905) and the Key Science and Technology Projects of the Inner Mongolia Autonomous Region (2019ZD001).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 22Issue 10October 2022

History

Received: Jan 13, 2022
Accepted: May 14, 2022
Published online: Jul 25, 2022
Published in print: Oct 1, 2022
Discussion open until: Dec 25, 2022

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College of Water Sciences, Beijing Normal Univ., Beijing 100875, China. ORCID: https://orcid.org/0000-0003-3604-5166. Email: [email protected]
School of Civil Engineering, Univ. of Leeds, Leeds LS2 9JT, UK. Email: [email protected]
Paul R. Howlett [email protected]
School of Civil Engineering, Univ. of Leeds, Leeds LS2 9JT, UK. Email: [email protected]
Aizhong Ding, Ph.D. [email protected]
College of Water Sciences, Beijing Normal Univ., Beijing 100875, China (corresponding author). Email: [email protected]
Xiao-Hui Chen, Ph.D. [email protected]
School of Civil Engineering, Univ. of Leeds, Leeds LS2 9JT, UK. Email: [email protected]

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