Author

Haoran Ouyang

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Recent research

  • Engineering & Technology

    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) apparatu...

    Canadian Geotechnical Journal2026-10-050 citationsDOI