New method for full-process deformation of slopes subject to drying-wetting cycles

• Published in: Bulletin of engineering geology and the environment Vol. 84; no. 5; p. 239
• Main Authors: Luo, Fangyue, Zhang, Ga
• Format: Journal Article
• Language: English
• Published: Berlin/Heidelberg Springer Berlin Heidelberg 01.05.2025; Springer Nature B.V
• Subjects: Algorithms; Behavior; Centrifuge model; Centrifuges; Compatibility; Constitutive equations; Constitutive models; Constitutive relationships; Deformation; Deformation analysis; Drying; Earth and Environmental Science; Earth Sciences; Equilibrium equations; Foundations; Geoecology/Natural Processes; Geoengineering; Geotechnical Engineering & Applied Earth Sciences; Hydraulics; Methods; Nature Conservation; Original Paper; Shear deformation; Shear strain; Shear strength; Shear stress; Shear tests; Slip; Slope; Slopes; Wetting; Constitutive model; Deformation; Drying-wetting cycle; Method; Slope
• ISSN: 1435-9529; 1435-9537
• DOI: 10.1007/s10064-025-04261-8

Slope deformation due to drying-wetting cycles is a great concern in both the risk warning of slopes and the design of various slope structures on the slope. A new full-process slope deformation analysis method was derived based on slice methods, with innovations in terms of the constitutive equation, displacement compatibility equation, and stress equilibrium equation. A constitutive model of the soil was proposed with defined parameters, and it was reported to perform well in the prediction of the deformation increment and strength reduction due to drying-wetting cycles. The potential slip surface was shown to be a key component of characterizing the full-process deformation of a slope and to exhibit the displacement compatibility trend in which the relative horizontal displacement along the potential slip surface was equal at various locations. A slope deformation analysis algorithm was derived to analyze the shear deformation characteristics of potential slip surfaces and the volumetric deformation characteristics of sliding bodies subjected to drying-wetting cycles. The proposed method was validated by comparing the predicted slope deformation characteristics with centrifuge model test and field observation results under drying-wetting cycles. The method was confirmed to predict the full-process deformation of soil slopes during drying-wetting cycles, including the small deformation stage, prefailure stage, failure process and postfailure stage.