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The seismic performance of graded slopes reinforced with magnesium oxide-filled geocells were studied. By establishing a mechanical model of the slope and combining seismic loads, soil, and geocell reinforcement parameters, the rotation angle and displacement of the slope under seismic loads were calculated. Through shaking table tests, the dynamic characteristics and reinforcement effects of graded slopes reinforced with magnesium oxide-filled geocells under seismic loads were analyzed. The research results show that as the amplitude increases, the settlement attenuation rate of the top of the graded slope reinforced with magnesium oxide-geocell composites exhibits a significant increase. For the graded slope reinforced with magnesium oxide-geocell composites, using double-layer reinforcement for the second-grade slope and single-layer reinforcement for the first-grade slope can limit the deformation of the slope soil, enhance the overall stability of the slope.
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Xiang et al. (2026) studied this question.
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