Seasonal freezing and thawing significantly influence the migration and distribution of soil hydrothermal salts. Understanding the dynamics of hydrothermal salt forces in canal foundation soils is crucial for effective canal disease control and optimization. However, the impact on rectangular canals remains poorly understood. Therefore, field-scale studies on water-heat-salt-force-displacement monitoring were conducted for the canal. The study analyzed the changes and interaction mechanisms of water-heat-salt-force in the soil beneath the canal, along with the damage mechanisms and preventive measures. The results indicate that the most rapid changes in temperature, moisture, and salt occur in the subsoil on the canal side, with the greatest depth of freezing. Heat transfer efficiency provides an intuitive explanation for the sensitivity of ground temperature at the junction of the canal wall and subsoil to air temperature fluctuations, as well as the minimal moisture migration in this region under the subcooling effect. The temperature-moisture curve suggests that current waterheat-force and water-heat-salt-force models exhibit a delay in accurately predicting water migration within the subsoil. Rectangular canals are more susceptible to damage under peak freezing conditions, requiring a combined approach of freezing restraint and frost-heaving force to mitigate damage. These findings offer valuable insights for canal design, maintenance, and further research.

A novel framework for nonlinear thermal elastic-viscoplastic (TEVP) constitutive relationships was proposed in this study, incorporating three distinct thermoplasticity mechanisms. These four TEVP formulations, combined with an existing TEVP constitutive equation presented in the companion paper, were integrated into a coupled consolidation and heat transfer (CHT) numerical model. The CHT model accounts for large strain, soil selfweight, creep strains, thermal-induced strains, the relative velocity of fluid and solid phases, varying hydraulic conductivity and compressibility during consolidation process, time-dependent loading, and heat transfer, including thermal conduction, thermo-mechanical dispersion, and advection. The performance of CHT model, incorporating different TEVP constitutive equations, was evaluated through comparing the simulation results with measurements from laboratory oedometer tests. Simulation results, including settlement, excess pore pressure and temperature profiles, showed good agreement with the experimental data. All four TEVP constitutive relationships produced identical results for the consolidation behavior of soil that in the oedometer tests. The TEVP constitutive equations may not have a significant effect on the heat transfer in soil layers because of the identical performance on simulating soil compression. The CHT model, incorporating the four TEVP constitutive equations, was then used to investigate the long-term consolidation and heat transfer behavior of a four layer soil stratum under seasonally cyclic thermal loading in a field test, with excellent agreement observed between simulated results and measured data.

Energy pile is a green, constant-temperature utilization technology with dual functions of heat exchange and load bearing. Improving its heat transfer efficiency has always been one of the main directions of scholars' research. This study discussed the optimization of heat transfer buried pipe parameters, modification of pile materials, and improvement of working fluid performance within the pipes. Additionally, based on the research achievements of the research team in recent years regarding heat transfer enhancement in energy piles, a comprehensive heat transfer enhancement system is summarized, aiming to provide new ideas and methods for the study of heat transfer enhancement in energy piles. The optimization status of different buried pipe types and pipe parameters is also summarized. The heat transfer performance and mechanical properties of different modified concrete materials are studied. A comparison and analysis of the heat transfer performance and flow characteristics of different types of circulating mediums with nanofluids are conducted, providing new approaches to improve the heat transfer performance of circulating mediums. Finally, discussions and prospects were made on the external environmental conditions around the pile, thermal interference phenomena of pile groups, energy storage concrete, the long-term stability of nanofluids, benefit assessment, and ecological evaluation. These efforts aim to promote research on energy piles both domestically and internationally.

Alpine wet meadow (AWM), an important wetland type on the Qinghai-Tibet Plateau (QTP), is sensitive to climate change, which alters the soil hydrothermal regime and impacts ecological and hydrological functions in permafrost regions. The mechanisms underlying extreme AWM degradation in the QTP and hydrothermal factors controlling permafrost degradation remain unclear. In this study, soil hydrothermal processes, soil heat migration, and the permafrost state were measured in AWM and extremely degraded AWM (EDAWM). The results showed that the EDAWM exhibited delayed onset of both soil thawing and freezing, shortened thawing period, and extended freezing period at the lower boundary of the active layer. The lower ground temperatures resulted in a 0.2 m shallower active layer thickness in the EDAWM compared with the AWM. Moreover, the EDAWM altered soil thermal dynamics by redistributing energy, modifying soil moisture, preserving soil organic matter, and adjusting soil thermal properties. As for energy budget, a substantial amount of heat in the EDAWM was consumed by turbulent heat fluxes, particularly latent heat flux, which reduced the amount of heat transferred to the ground. Additionally, the higher soil organic matter content in EDAWM decreased the annual mean soil thermal conductivity from 1.42 W m- 1 K-1 in AWM to 1.26 W m- 1 K-1 in EDAWM, slowing down heat transfer within the active layer and consequently mitigating permafrost degradation. However, with continued climate warming, the soil organic matter content in EDAWM will inevitably decline due to microbial decomposition in the absence of new organic inputs. As the soil organic matter content diminishes, soil heat transfer processes will likely accelerate, and the permafrost warming rate may surpass that in undistributed AWM. These findings enhance our understanding of how alpine ecosystem succession influences regional hydrological cycles and greenhouse gas emissions.

A numerical model that accounts for fully coupled long-term large strain consolidation and heat transfer provides a more realistic analysis for various applications, including geothermal energy storage and extraction, buried power cables, waste disposal, groundwater tracers, and landfills. Despite its importance, existing models rarely simulate fully coupled large-strain long-term consolidation and heat transfer effectively. To address this research gap, this study presents a numerical model, called Consolidation and Heat Transfer (i.e., CHT), designed for one-dimensional (1D) coupled large-strain consolidation and heat transfer in layered soils, with the added capability to account for thermal creep. The model employs a piecewise-linear approach for the coupled long-term finite strain consolidation and heat transfer processes. The consolidation algorithm extends the functionality of the CS-EVP code by incorporating thermally induced strains. The heat transfer algorithm accounts for conduction, thermomechanical dispersion, and advection, assuming local thermal equilibrium between fluid and solid phases. Heat transfer is consistent with the spatial and temporal variation of void ratio and seepage velocity in the long-term consolidating layer. This paper details the development of the CHT model, presents verification checks against existing numerical solutions, and demonstrates its performance through several simulations. These simulations illustrate the effects of seepage velocity, thermal boundary conditions, and layered soil configurations on the coupled heat transfer and consolidation behavior of saturated compressible soils.

Particle morphology has well-known effects on the mechanical properties of granular materials as it influences particle contact and packing density. Although thermal conduction of sands also depended on such two behaviors, the effects of particle morphology on thermal conductivity are not fully understood. Several series of laboratory experiments were conducted to determine particle roundness, sphericity, and thermal conductivity of five river sands prepared with the same gradation and mineral composition but different porosities. A new predictive model was proposed within the framework of the classical Cote and Konrad's model that could capture the experimental data well. The results showed that the statistical distributions of roundness and sphericity follow the normal distribution pattern, and the expected value can be used as an evaluating index to depict the particle morphology of sand samples. Thermal conductivity of dry natural sands decreased with increasing porosity that exhibited a linear decreasing trend in a semi-logarithmic scale. The decreasing rate was found to depend on the overall morphology factor, defined as the average expected value of particle roundness and sphericity. For a given porosity, thermal conductivity increased with increasing overall morphology factor. Interestingly, thermal conductivity was less affected by the particle morphology with increasing porosity. The new model incorporating the particle morphology and mineral composition with satisfactory accuracy was far superior to the Cote and Konrad's model. Additional research is recommended to assess the effects of threedimensional particle morphology, applied stress, and particle stiffness on thermal conduction of natural sands.

The evaluation of thermo-hydro-mechanical (THM) coupling response of clayey soils has emerged as an imperative research focus within thermal-related geotechnical engineering. Clays will exhibit nonlinear physical and mechanical behavior when subjected to variations in effective stress and temperature. Additionally, temperature gradient within soils can induce additional pore water migration, thereby resulting in a significant thermo-osmosis effect. Indeed, thermal consolidation of clayey soils constitutes a complicated THM coupling issue, whereas the theoretical investigation into it currently remains insufficiently developed. In this context, a one-dimensional mathematical model for the nonlinear thermal consolidation of saturated clay is proposed, which comprehensively incorporates the crucial THM coupling characteristics under the combined effects of heating and mechanical loading. In current model, the interaction between nonlinear consolidation and heat transfer process is captured. Heat transfer within saturated clay is investigated by accounting for the conduction, advection, and thermomechanical dispersion. The resulting governing equations and numerical solutions are derived through assuming impeded drainage boundaries. Then, the reasonability of current model is validated by degradation and simulation analysis. Subsequently, an in-depth assessment is carried out to investigate the influence of crucial parameters on the nonlinear consolidation behavior. The results indicate that increasing the temperature can significantly promote the consolidation process of saturated clay, the dissipation rate of excess pore water pressure (EPWP) is accelerated by a maximum of approximately 15%. Moreover, the dissipation rate of EPWP also increases with the increment of pre-consolidation pressure, while the corresponding settlement decreases. Finally, the consolidation performance is remarkably impacted by thermo-osmosis and neglecting this process will generate a substantial departure from engineering practice.

River-controlled permafrost dynamics are crucial for sediment transport, infrastructure stability, and carbon cycle, yet are not well understood under climate change. Leveraging remotely sensed datasets, in-situ hydrological observations, and physics-based models, we reveal overall warming and widening rivers across the Tibetan Plateau in recent decades, driving accelerated sub-river permafrost thaw. River temperature of a representative (Tuotuohe River) on the central Tibetan Plateau, has increased notably (0.39 degrees C/decade) from 1985 to 2017, facilitating heat transfer into the underlying permafrost via both convection and conduction. Consequently, the permafrost beneath rivers warms faster (0.37 degrees C-0.66 degrees C/decade) and has a similar to 0.5 m thicker active layer than non-inundated permafrost (0.17 degrees C-0.49 degrees C/decade). With increasing river discharge, the inundated area expands laterally along the riverbed (16.4 m/decade), further accelerating permafrost thaw for previously non-inundated bars. Under future warmer and wetter climate, the anticipated intensification of sub-river permafrost degradation will pose risks to riverine infrastructure and amplify permafrost carbon release.

We investigate the Gisla perched talus slope (Trollaskagi peninsula, northern Iceland), from which a landslide (more specifically a debris avalanche) occurred in October 2020. Although this talus slope is located outside of the permafrost climatic boundaries, geomorphological evidence (i.e., molards in the landslide deposits) suggest that degradation of azonal permafrost could be among the destabilising factors of the landslide. The thermal dynamics of talus slopes is currently poorly understood, as air convection ( the 'chimney effect') can play a role in the persistence of permafrost at the base of talus slopes. We use the software FEFLOW to run physical-based simulations of heat transfer within a cross- of the Gisla talus slope, from -20,000 years to present. We explore the sensitivity of our model to document the initial porosity/ ice content of the talus slope (0.3, 0.5 and 0.8), and the thermal conductivity (TC) of the rock phase (0.75, 1.1 and 1.75 W.m(-1).K-1). Analysis of air temperature data show that the region has been undergoing a general temperature increase for the last similar to 40 years, supporting the possibility that permafrost degradation is among the destabilising factors of the landslide. Our temperature measurements show that a chimney effect indeed occurs at the Gisla talus slope. Although our modelling approach does not simulate air convection itself, permafrost persists at the base of the talus slope in all model scenarios. Increasing the initial porosity/ice content and decreasing the TC of the rock phase enhances persistence of permafrost in the Gisla talus slope. Our approach is unconventional as we initially know that ground ice was present in the Gisla talus slope at the time of the landslide; it attests that the permafrost dynamics in the talus slope is best represented by our most ice-conservative scenario - i.e., with a TC of 0.75 W.m(-1).K-1.

Cultural properties, such as mural paintings in underground spaces, are sensitive to hydro-thermal environments. Heat transfer analysis is useful for elucidating the mechanism behind the environment-induced deterioration of cultural properties and developing countermeasures. This study measured the temperature in the stone chamber of a tumulus mound for 500 days and validated the numerical simulation of heat transfer in the tumulus mound using the response factor method. The numerically predicted temperature values were almost consistent with the measured values. However, a numerical model that does not consider the solar radiation effects causes minor deviations from the measured values in the high-temperature period. In addition to temperature prediction, the water vapor transfer and dew condensation on the stone surfaces were calculated. The results indicated that the faces where dew condensation occurred varied seasonally. A larger amount of dew is generated on the ceiling that is not covered with soil compared with other faces, which indicates that excavation of the tumulus mound for exhibition of the stone chamber can promote dew condensation and damage the stone surfaces. The heat transfer analysis conducted in this study is useful for developing measures to sustainably control the hydro-thermal environment in the stone chamber to achieve a good balance between preservation and exhibition.