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Zhongkun Ouyang

Observed names: Ouyang, Zhongkun, Z. Ouyang
ORCID: 0000-0003-2009-9979
Observed ORCID: 0000-0003-2009-9979
OpenAlex ID: A5026831985
Effective friction angle of clays and silts from piezocone penetration tests
2017 · Zhongkun Ouyang, Paul W. Mayne · Canadian Geotechnical Journal · 70
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Modified CPTU parameters and SBTn chart for predicting shear behavior of organic soils at large strains
2025 · Haoxi Li, Menglan Duan, et al. · Engineering Geology · 30
Modified NTH Method for Assessing Effective Friction Angle of Normally Consolidated and Overconsolidated Clays from Piezocone Tests
2019 · Zhongkun Ouyang, Paul W. Mayne · Journal of Geotechnical and Geoenvironmental Engineering · 27
Numerical modeling and failure analysis of caisson foundations subjected to the monotonic lateral loads
2024 · Bilal Ahmad Malik, Pranjal Mandhaniya, et al. · Ocean Engineering · 20
Experimental Investigation of Suction Installation Behavior of Caissons in Loose Saturated Sands
2025 · Bilal Ahmad Malik, Shi Jie, et al. · Canadian Geotechnical Journal · 16
Effective friction angle of soft to firm clays from flat dilatometer
2016 · Zhongkun Ouyang, Paul W. Mayne · Proceedings of the Institution of Civil Engineers - Geotechnical Engineering · 16
Physical property of MICP-treated calcareous sand under seawater conditions by CPTU
2024 · Kemeng Yu, Yuling Ran, et al. · Biogeotechnics · 13
Evaluating friction angles for clays: piezocone tests compared with Atterberg limits
2023 · Zhongkun Ouyang, Paul W. Mayne · Proceedings of the Institution of Civil Engineers - Geotechnical Engineering · 12
Variable Rate Piezocone Data Evaluated Using NTH Limit Plasticity Solution
2020 · Zhongkun Ouyang, Paul W. Mayne · Geotechnical Testing Journal · 11
Installation effects on the performance of hybrid suction caissons in sand
2026 · Jie Shi, Bilal Ahmad Malik, et al. · Ocean Engineering · 6
Effective Stress Strength Parameters of Clays from DMT
2018 · Zhongkun Ouyang, Paul W. Mayne · Geotechnical Testing Journal · 6
Editorial: Disaster risk and resilience assessment of multi-utility transportation infrastructure and urban projects
2025 · Abdullah Ansari, Pranjal Mandhaniya, et al. · Frontiers in Built Environment · 4
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Interpretation of soil deformation characteristics based on in-situ test: A comprehensive review
2026 · Zhongkun Ouyang, Hualei Feng, et al. · Ocean Engineering · 3
In situ test-based evaluation of soil effective stress strength properties and stress history
2024 · Zhongkun Ouyang, Paul W. Mayne, et al. · CRC Press eBooks · 3
Calibrating NTH method for ϕ′ in clayey soils using centrifuge CPTu
2018 · Zhongkun Ouyang, P W Mayne · 3
Friction angle of sandy soils from CPT using the NTH limit plasticity solution
2026 · Paul W. Mayne, Sigurdur Mar Valsson, et al. · Canadian Geotechnical Journal · 2
Closure to “Modified NTH Method for Assessing Effective Friction Angle of Normally Consolidated and Overconsolidated Clays from Piezocone Tests” by Zhongkun Ouyang and Paul W. Mayne
2020 · Zhongkun Ouyang, Paul W. Mayne · Journal of Geotechnical and Geoenvironmental Engineering · 2
Human-guided physics-constrained AI agents construct an auditable model of soil-plug evolution
2026 · Shi, Jie, Lu, Yimin, et al. · arXiv (Cornell University) · 1
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Estimating suction limits during suction caisson installation in sand using an equivalent seepage-resistance framework
2026 · Zhongkun Ouyang, Zeyu Liang, et al. · Ocean Engineering · 1
Friction Angle of Sandy Soils from CPT Using the NTH Limit Plasticity Solution: Source data
2026 · Mayne, Paul, Valsson, Sigurður Már, et al. · Zenodo (CERN European Organization for Nuclear Research) · 1
Artificial intelligence in offshore wind geotechnical engineering: A lifecycle-oriented review
2026 · Jie Shi, Yimin Lu, et al. · Ocean
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A thermodynamically admissible fractional-order plasticity framework with state-dependent parameter learning for geomaterials
2026 · Boxiang Zhang, Yuling Ran, et al. · International Journal of Plasticity
A Fully CPT-Based Solution for Evaluating the Effective Friction Angle of Bio-Cemented Calcareous Sand
2026 · Yunuo Liu, Zhongkun Ouyang · International Conference on Offshore Mechanics and Arctic Engineering (OMAE)
Micro-macro evolution of EICP-treated sand characterized by polarization measurement
2026 · Yuling Ran, Zhongkun Ouyang, et al. · Acta Geotechnica
An AI-driven framework for state-dependent constitutive modeling of soils integrating particle swarm optimization and machine learning
2026 · Boxiang Zhang, Zhaomin Lv, et al. · Canadian Geotechnical Journal
Works count: 35
Citation count: 250
H-index: 9
I10-index: 9
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