Surrounding rock pressure in the tunnel portal section through moraine under freeze-thaw action

Moraines, characterized by the accumulation of rock and soil debris transported by glacial activity, present unique challenges for tunnel construction, particularly in portal sections, due to prevailing geographical and climatic conditions that facilitate freeze-thaw action. Despite these challenges, there is a dearth of studies investigating the influence of freeze-thaw action and water content on the mechanical properties of moraines, and no research on calculating surrounding rock pressure in moraine tunnels subjected to freeze-thaw conditions. In this study, direct shear tests under freeze-thaw cycles were conducted to examine the effects of freeze-thaw cycles and water content on the mechanical properties of frozen moraine. A comprehensive parameter K, integrating the number of freeze-thaws and water content, was introduced to model cohesion c. Drawing on Terzaghi Theory, we propose an improved algorithm for calculating surrounding rock pressure at the portal section of moraine tunnels. Using a tunnel as a case study, surrounding rock pressure was calculated under various conditions to validate the Improved Algorithm's efficacy. The results show that: (1) Strength loss exhibits a linear trend with the number of freeze-thaw cycles at water content levels of 4% and 8%, while at 12% water content, previous freeze-thaw cycles induce more significant damage to the soil. (2) Moraine saturation peaks between 8% and 12% water content. Following repeated freeze-thaw cycles, moraine shear strength initially increases before decreasing with varying water content. (3) The internal friction angle of moraine experiences slight reductions with prolonged freeze-thaw cycles, but both freeze-thaw cycles and water content significantly influence cohesion. (4) Vertical surrounding rock pressure increases after the initial freeze-thaw cycle, particularly with higher water content, although freeze-thaw cycles have minimal effect on it. (5) Freeze-thaw cycles lead to a substantial increase in lateral surrounding rock pressure, necessitating reinforced support structures at the arch wall, arch waist, and arch foot in engineering projects to mitigate freeze-thaw effects. This study provides a foundation for designing and selecting tunnel support structures in similar geological conditions.