Author(s)

Liu Zicheng ¹

Affiliation(s)

¹ School of Urban Construction, Yangtze University, Jingzhou, China

Corresponding Author

Liu Zicheng

ABSTRACT

Wetting-drying cycles induce structural changes and fissure development in cohesive soils, triggering geological disasters such as landslides. This study employs direct shear tests and fissure observations to elucidate the mechanical evolution patterns of cohesive soils with different initial dry densities during wetting-drying cycles. The key findings are as follows: 1) The shear strength decreases with an increasing number of wetting-drying cycles, with the most significant reduction occurring in the first cycle; 2) Theτ-S (shear stress-normal stress) curve exhibits a peak starting from the second wetting-drying cycle, and the peak value intensifies with subsequent cycles; 3) The surface fissure ratio is positively correlated with both the number of wetting-drying cycles and the initial dry density; 4) After multiple wetting-drying cycles, the shear strength of shallow soil layers tends to converge, and the influence of initial dry density diminishes.

KEYWORDS

Cohesive Soil, Drying-Weting Cycles, Mechanical Properties, Surface Fracture Rate, Slope Stability

CITE THIS PAPER

Liu Zicheng, Experimental Study on the Mechanical Behavior Evolution of Cohesive Soils under Wet-Dry Cycling. Journal of Civil Engineering and Urban Planning (2025) Vol. 7: 72-78. DOI: http://dx.doi.org/10.23977/jceup.2025.070211.

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