A thermo-poromechanical model for simulating freeze–thaw actions in unsaturated soils

B Li, E Norouzi, HH Zhu, B Wu - Advances in Water Resources, 2024 - Elsevier
This study presents a new fully coupled thermal-hydraulic-mechanical (THM) model for
variably saturated freezing soil, which examines the freeze–thaw (FT) actions. The model is …

Investigation of mechanical properties and elastoplastic numerical calculation model of frozen soil containing ice lenses

S Shi, F Zhang, D Feng, C Lin - Cold Regions Science and Technology, 2023 - Elsevier
As the natural foundation of engineering structures in cold regions, the frozen soil has a vital
impact on the deformation of structures during construction and operation stage. The …

Creep characteristics and unified macro–meso creep model for saturated frozen soil under constant/variable temperature conditions

P Wang, E Liu, B Zhi, B Song, J Kang - Acta Geotechnica, 2022 - Springer
In permafrost regions, under the interference of climate warming and human activities, the
deformation stability of geological engineering with frozen soil as the medium is directly …

Mechanical behavior and constitutive model of frozen soil subjected to cyclic impact loading

Z Zhu, T Fu, J Ning, B Li - International Journal of Impact Engineering, 2023 - Elsevier
During the construction and service of projects in cold regions, frozen soil generally
experiences strong dynamic loads, such as high-speed collisions and impact tunneling …

Tensile behaviors of frozen subgrade soil

M Shen, Z Zhou, W Ma - Bulletin of Engineering Geology and the …, 2022 - Springer
A series of radial splitting tests were conducted on frozen subgrade soil to systematically
study the effects of sample size, temperatures, ice contents, loading rates, and prefabricated …

A viscoelastic-viscoplastic mechanical model of time-dependent materials based on variable-order fractional derivative

F Zhou, L Wang, Z Liu, W Zhao - Mechanics of Time-Dependent Materials, 2022 - Springer
A fractional viscoelastic-viscoplastic model is developed for time-dependent materials, by
considering the reference stress in the fractional viscoelastic body. Using this model, the …

Freeze–thaw impact on sandy clay in artificial frozen walls: An investigation of shear strength and pore-size distribution

R An, X Zhang, Y Wang, X Liu, C Chen… - International Journal of …, 2022 - ascelibrary.org
Artificial ground freezing construction is an effective and widely adopted method for
reinforcement in constructing subway tunnels. Regarding sandy clay in artificial frozen walls …

Modelling equivalent elastic properties of imperfectly bonded soil-rock mixtures using an XFEM-based computational homogenization

E Norouzi, B Li, RE Erkmen - Computers and Geotechnics, 2022 - Elsevier
In this paper, a two-dimensional computational homogenization model is utilized to
investigate the elastic stiffness properties of soil-rock mixtures (S-RMs). The medium is …

[HTML][HTML] Estimating equivalent elastic properties of frozen clay soils using an XFEM-based computational homogenization

E Norouzi, B Li, RE Erkmen - Cold Regions Science and Technology, 2024 - Elsevier
This study addresses the challenge of estimating the elastic properties of heterogeneous
frozen clay soils by introducing a comprehensive approach that combines analytical and …

A macro-meso nonlinear strength criterion for frozen soil

P Wang, E Liu, B Zhi, B Song, Q Yu, J Wang, R Sun - Acta Geotechnica, 2024 - Springer
Different from other geotechnical materials, the strength characteristics of saturated frozen
soil have nonlinear characteristics that first increase and then reduce with the increasing …