OpenSees software was be used in this paper as an analysis platform to establish a single pile-soil nonlinear numerical model. The nonlinear mechanical properties of pile nonlinearity and pile-soil gap were being mainly considered in the model. The accuracy of the numerical model was verified by combining the full-scale quasi-static test results of a single pile, which from the literature results, showed that the established numerical analysis model could accurately simulate experimental hysteresis curves of the single pile and the sliding behaviour of the pile-soil interface, and verified the reliability of the model. Further comparison analysis for acting under different soils such as soft clay, medium clay and stiff clay. It was found that under the horizontal low-cycle loading, when the soil around the pile was changed from stiff clay to soft clay, the degree of separation of piles and soils, and the length of the free section increased. For the soft clay, the length of the free section was the longest, which reached 21.3% of the length of the pile. There were significant differences in the distribution of bending moment, shearing force and displacement for piles in three soils. The maximum bending moment, maximum shearing force values of the pile body in the stiff clay were the largest, and the position was closest to the surface and the lateral displacement and equivalent plastic hinge length were the smallest.
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