Articles in refereed journals
1. Ouyang, Z., Mayne, P.W. 2017. Effective friction angle of soft to firm clays from flat dilatometer tests. Geotechnical Engineering. Vol. 170 (2) Proc. Institution of Civil Engineers, London: 137-147https://doi.org/10.1680/jgeen.16.00073 (JCR Q2)
2. Ouyang, Z., Mayne, P.W. 2018. Effective friction angle of clays and silts from cone piezocone penetration tests. Canadian Geotechnical Journal. 55(9): 1230–1247, doi:10.1139/cgj-2017-0451 (Editor’s Choice papers for 2018, JCR Q1, Top 3 Geotech Journal)
3. Ouyang, Z., Mayne, P. W. 2018. Effective stress strength parameters of clays from DMT. ASTM Geotechnical Testing Journal. Vol. 41, No. 5: 851-867: https://doi.org/10.1520/GTJ20170379. ISSN 0149-6115 (JCR Q3)
4. Agaiby, S., Ouyang, Z., Mayne, P.W. 2018. Helical probe tests in residual soils of the Appalachian Piedmont. Geomechanics and Geoengineering. an international journal, Taylor & Francis Group, London: DOI: 10.1080/17486025.2018.1434244 ((JCR Q3)
5. Ouyang, Z., Mayne, P.W. 2019. Modified NTH method for assessing the effective friction angle of normally-consolidated and overconsolidated clays from piezocone tests. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 145(10)https://doi.org/10.1061/(ASCE)GT.1943-5606.0002112 (JCR Q1, 9 citations, Top 3 Geotech Journal)
6. Ouyang, Z., Mayne, P.W. 2020. Effective stress friction angle of normally consolidated and overconsolidated intact clays from piezocone tests. Geotechnical Engineering Journal of the SEAGS & AGSSEA Vol. 51 No. 2 (JCR Q3)
7. Ouyang, Z., & Mayne, P. W. 2020. 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. Journal of Geotechnical and Geoenvironmental Engineering, 146(9), https://doi.org/10.1061/(ASCE)GT.1943-5606.0002340. (JCR Q1, Top 3 Geotech Journal)
8. Ouyang, Z., Mayne, P.W. 2021. Variable Rate Piezocone Data Evaluated Using NTH Limit Plasticity Solution. ASTM Geotechnical Testing Journal. Vol. 44 https://doi.org/10.1520/GTJ20190183. (JCR Q3)
9. Ouyang, Z., & Mayne, P, W, 2023.Evaluating friction angles for clays: piezocone tests versus Atterberg limits. Geotechnical Engineering, Proc. Institution of Civil Engineers. (JCR Q2)
10. Feng, H., Liu, X., Cai, G. 2022. Applicability and improvement of soil classification methods in delta regions based on CPTU database. Marine Georesources & Geotechnology. 1-10. (JCR Q2)
11. Zhang, Y., Feng, X., Ding, C., Liu, Y., & Liu, T. (2022). Study of cone penetration rate effects in the Yellow River Delta silty soils with different clay contents and state parameters. Ocean Engineering, 250, 110982.(JCR Q1)
Peer-reviewed conference proceedings
1. Ouyang, Z., Mayne, P.W. & Sharp, J. 2016. Review of clay chamber tests using miniature cone and piezocone penetrometers, Proc. GeoVancouver 2016, (69th Canadian Geotechnical Conference), Canadian Geotechnical Society: www.cgs.ca
2. Ouyang, Z., Mayne, P.W. 2016. New DMT method for evaluating soil unit weight in soft to firm clays, Proc. Fifth International Conference on Geotechnical and Geophysical Site Characterization (ISC-5, Jupiters Resort, Gold Coast), Australian Geomechanics Society: www.isc5.com.au
3. Ouyang, Z., Mayne, P.W. 2017. Spherical cavity expansion nexus between CPTu and DMT in soft-firm clays. Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, Vol. 1, Korean Geotechnical Society, Seoul: 631-634. www.issmge.org
4. Ouyang, Z., Mayne, P. W. 2018. Calibration of NTH method for friction angle using centrifuge CPTu in clays. Proceedings, 4th International Symposium on Cone Penetration Testing, (CPT'18, Delft), CRC Press/Balkema: 491-498.www.cpt18.org (7 citations)
5. Ouyang, Z., Mayne, P. W. 2019. Evaluating rigidity index, OCR, and su from dilatometer data in soft to firm clays. Proceedings, 16th Panamerican Conference on Soil Mechanics and Geotechnical Engineering, Cancun. Mexican Geotechnical Society):www.issmge.org (4 citations)
6. Ouyang, Z., Mayne, P.W. 2020. Modified NTH solution for overconsolidated fissured clays, Proc. Sixth International Conference on Geotechnical and Geophysical Site Characterization ISC-6
7. Mayne, P.W., Agaiby, S., Ouyang, Z. 2021. Analytical effective stress piezocone methods for assessing geoparameters of offshore clay, Proc. 4th International Symposium on Frontiers in Offshore Geotechnics
标准
1.《地层结构调查指南手册》(Manual on Subsurface Investigations)第九章第六节“土体工程特性评估”, 美国联邦公路局(FHWA)与美国国家公路与运输协会(AASHTO)出版。
2.《州岩土工程师CPT设计指南》(Cone Penetration Test Design Guide for State Geotechnical Engineers)第二章第六节“基于CPT的土体特性直接评估方法”,美国明尼苏达州交通运输部(Minnesota Department of Transportation)出版。
专著
Chapter 6. In situ test-based evaluation of soil properties (In preparation)., Database Approach for Data-Centric Geotechnics, Kok-Kwang Phoon & Chong Tang, CRC Press, 2023.
