Strength and Fractal Damage Characteristics of Cement-Coal Slag Stabilized Soil under Freeze-thaw Cycles DOI Creative Commons
Kun Ren, Min Shi,

M.T. Liang

et al.

Research Square (Research Square), Journal Year: 2025, Volume and Issue: unknown

Published: March 28, 2025

Abstract Triaxial compression tests and CT scanning experiments were conducted to study the variation law of mechanical characteristics cement-coal slag stabilized soil (CCSSS) divide meso-structure CCSSS into regions based on distribution values. The evolution fractal in damage zone under freeze-thaw cycles analyzed, while relationship between macroscopic parameters morphology was established by characteristics. results showed that with an increase number cycles, shear strength exhibited exponential decay pattern. significantly impacted strain energy density cohesion CCSSS, change internal friction angle is insignificant. As increases, damaged area gradually expanded, effects initial 5 being more pronounced. Moreover, water content, accelerating growth trend. There a strong negative linear correlation dimension strength, accurately reflecting caused action soil.

Language: Английский

Strength and Fractal Damage Characteristics of Cement-Coal Slag Stabilized Soil under Freeze-thaw Cycles DOI Creative Commons
Kun Ren, Min Shi,

M.T. Liang

et al.

Research Square (Research Square), Journal Year: 2025, Volume and Issue: unknown

Published: March 28, 2025

Abstract Triaxial compression tests and CT scanning experiments were conducted to study the variation law of mechanical characteristics cement-coal slag stabilized soil (CCSSS) divide meso-structure CCSSS into regions based on distribution values. The evolution fractal in damage zone under freeze-thaw cycles analyzed, while relationship between macroscopic parameters morphology was established by characteristics. results showed that with an increase number cycles, shear strength exhibited exponential decay pattern. significantly impacted strain energy density cohesion CCSSS, change internal friction angle is insignificant. As increases, damaged area gradually expanded, effects initial 5 being more pronounced. Moreover, water content, accelerating growth trend. There a strong negative linear correlation dimension strength, accurately reflecting caused action soil.

Language: Английский

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