Publications
Article · Bulletin of Engineering Geology and the Environment · June 29, 2026
Pile penetration resistance and breakage zone formation in coral sand: a numerical study considering particle corner breakage
Dongsheng Xu, Yu-Liang Yan, Wen-Bo Du, Askar Zhussupbekov, Zhuang Cheng
Geotechnical Engineering and Soil MechanicsGeotechnical Engineering and Soil StabilizationGeotechnical Engineering and Underground Structurespile penetrationcoral sandskin friction
More by Askar Zhussupbekov
- Closure to “Impact of Gradation Effects on the Particle Breakage and Mechanical Response of Calcareous Sands”International Journal of Geomechanics · 2026
- Soil Arching Developed in Foundations of Unconnected Piles Under Seismic LoadingSoil Mechanics and Foundation Engineering · 2026
- Utilization of the Piezo Drive Cone: On-Site Investigation for Liquefaction Potential AnalysisSoil Mechanics and Foundation Engineering · 2026
- A Study on the Total Factor of Safety for Liquefaction Potential AssessmentSoil Mechanics and Foundation Engineering · 2026
