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Author

Hao-Ran Ouyang

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Oct 2026

Dynamic Response of Saturated Kaolin Clay under Repeated Impact Loading

The dynamic response mechanism of clayey foundations under impact loading remains insufficiently understood. This study investigates the dynamic behavior of saturated kaolin clay under repeated one-dimensional impacts using an improved Split Hopkinson pressure bar (SHPB) apparatus. Tests were conducted under different...

Xian-Ting Yi, W. Qin, Hao-Ran Ouyang et al. · 0 citations

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