Staff profile

Dr. Wangcheng Zhang is an Assistant Professor in Offshore Geotechnics within the Department of Engineering at Durham University. He obtained his MEng in 2013 from Tongji University and PhD in 2018 from the University of Western Australia (UWA). Before joining Durham University, he worked for ETH Zurich as a postdoctoral Research Scientist. 

Dr Zhang has been independently working, or collaborating with industry partners and academic colleagues on offshore and onshore projects, leveraging findings from modelling to practice. He has used a combination of analytical and numerical methods to develop criteria for offshore landslide initiation and evolution. His research work has also helped the determination of spatial variability of marine sediments and its implications on soil characterisation using small-scale penetrometers and large-scale foundations. He is an expert user and developer of a variety of geotechnical numerical tools, from small strain to large deformation, and from macro-scale continuum medium to micro-scale particulate system. His research outcomes have been applied into industry projects and produced over 30 publications with one sharing the IACMAG Excellent Paper Awards for Junior Researchers in 2017. 

Dr Zhang's career objective is to carry out fundamental research at an internationally recognized standard of excellence in the areas of the offshore geotechnical engineering and marine engineering geology, to use expertise to safeguard lives and offshore renewables from marine geohazard and geotechnical risks, and to educate the next generation of specialists by profession. 

• Offshore geotechnical engineering: marine geohazard; soil characterization (penetrometer tests); offshore foundations (pile, suction caisson, etc.); soil-structure-water interaction
• Geo-risk: Landslides and their impacts; progressive failure of soils
• Multi-scale geotechnical numerical modelling: Large-deformation Finite Element Method; Discrete Element Method; Smoothed Particle Hydrodynamics; Random Finite Element Modelling

Conference Paper

• Zhang, K., Lloret-Cabot, M., Zhang, W., & Kourdey, A. (2024, April). Spatial Variability of Soil Properties in Saudi Arabia: Estimation of Correlation Length. Presented at 2024 UK Association for Computational Mechanics Conference, Durham, UK
• Sutcliffe, S. J. V., Coombs, W. M., Zhang, W., & Duddu, R. (2024). Modelling post-failure behaviour of chalk cliffs with the Material Point Method. In W. M. Coombs (Ed.), UKACM Proceedings 2024 (136-139). https://doi.org/10.62512/conf.ukacm2024.048
• Zhou, S., Zhang, W., & Osman, A. (2024). Estimate end bearing resistance of a circular foundation using small strain and large deformation finite element modelling. In W. M. Coombs (Ed.), UKACM Proceedings 2024 (96-99). https://doi.org/10.62512/conf.ukacm2024.059

Conference Proceeding

• (2024, April). UKACM Proceedings 2024. Presented at 2024 UK Association for Computational Mechanics Conference, Durham, UK

Journal Article

• Zhang, L., Zhang, W., Wang, Y., & Osman, A. (online). Approximate upper- and lower-bound analyses of translational rainfall-induced landslides in curvilinear hillslopes. Géotechnique, 1-13. https://doi.org/10.1680/jgeot.23.00263
• Zhou, S., Zhang, W., & Osman, A. S. (2024). Effect of soil stiffness on end bearing resistance of foundations in clay from large deformation numerical modelling. Computers and Geotechnics, 173, Article 106515. https://doi.org/10.1016/j.compgeo.2024.106515
• Han, Y., Zhang, W., Yu, L., Wang, Z., & Yang, Q. (2024). Impact of initial slide on downslope seafloor with a weak layer. Ocean Engineering, 300, Article 117469. https://doi.org/10.1016/j.oceaneng.2024.117469
• Zhang, W., Pan, Y., Bransby, F., Mesri, G., & Zhang, L. (2024). Discussion: Scale effects during cone penetration in spatially variable clays. Géotechnique, 1-2. https://doi.org/10.1680/jgeot.24.00900
• Zhu, F., Zhang, W., & Puzrin, A. M. (2024). The slip surface mechanism of delayed failure of the Brumadinho tailings dam in 2019. Communications Earth & Environment, 5(1), Article 33. https://doi.org/10.1038/s43247-023-01086-9
• Zhu, Z., Wang, D., & Zhang, W. (2023). Catastrophic submarine landslides with non-shallow shear band propagation. Computers and Geotechnics, 163, Article 105751. https://doi.org/10.1016/j.compgeo.2023.105751
• Zhang, W., & Puzrin, A. (2022). How Small Slip Surfaces Evolve Into Large Submarine Landslides—Insight From 3D Numerical Modeling. Journal of Geophysical Research: Earth Surface, 127(7), Article e2022JF006640. https://doi.org/10.1029/2022jf006640
• Han, Y., Zhang, W., Yu, L., Yang, Q., & Randolph, M. F. (2022). Interpretation of Interbedded Thin–Soft Layer Properties from T-Bar Penetration Tests. Journal of Geotechnical and Geoenvironmental Engineering, 148(6), https://doi.org/10.1061/%28asce%29gt.1943-5606.0002769
• Fan, N., Zhang, W., Sahdi, F., & Nian, T. (2022). Evaluation of horizontal submarine slide impact force on pipeline via a modified hybrid geotechnical-fluid dynamics framework. Canadian Geotechnical Journal, 59(6), 827 - 836. https://doi.org/10.1139/cgj-2021-0089
• Jiang, M., Niu, M., & Zhang, W. (2022). DEM analysis of passive failure in structured sand ground behind a retaining wall. Granular Matter, 24(2), Article 61. https://doi.org/10.1007/s10035-022-01220-y
• Zhang, W., Pan, Y., & Bransby, F. (2022). Scale effects during cone penetration in spatially variable clays. Géotechnique, 72(1), https://doi.org/10.1680/jgeot.20.p.086
• Dong, X., Shiri, H., Zhang, W., & Randolph, M. F. (2021). The influence of pipeline-backfill-trench interaction on the lateral soil resistance: A numerical investigation. Computers and Geotechnics, 137, https://doi.org/10.1016/j.compgeo.2021.104307
• Shan, Z., Zhang, W., Wang, D., & Wang, L. (2021). Numerical investigations of retrogressive failure in sensitive clays: revisiting 1994 Sainte-Monique slide, Quebec. Landslides, 18(4), https://doi.org/10.1007/s10346-020-01567-4
• Dong, X., Zhang, W., Shiri, H., & Randolph, M. F. (2021). Large deformation coupled analysis of embedded pipeline – Soil lateral interaction. Marine Structures, 78, https://doi.org/10.1016/j.marstruc.2021.102971
• Zhu, F., & Zhang, W. (2021). Scale effect on bearing capacity of shallow foundations on strain-softening clays. Computers and Geotechnics, 135, https://doi.org/10.1016/j.compgeo.2021.104182
• Zhang, W., & Puzrin, A. M. (2021). Depth integrated modelling of submarine landslide evolution. Landslides, 18(9), https://doi.org/10.1007/s10346-021-01655-z
• Fan, N., Sahdi, F., Zhang, W., Nian, T., & Randolph, M. F. (2021). Effect of pipeline-seabed gaps on the vertical forces of a pipeline induced by submarine slide impact. Ocean Engineering, 221, https://doi.org/10.1016/j.oceaneng.2020.108506
• Zhang, W., Klein, B., Randolph, M. F., & Puzrin, A. M. (2021). Upslope Failure Mechanisms and Criteria in Submarine Landslides: Shear Band Propagation, Slab Failure and Retrogression. Journal of Geophysical Research. Solid Earth, 126(9), https://doi.org/10.1029/2021jb022041
• Zhang, W., & Randolph, M. F. (2020). A smoothed particle hydrodynamics modelling of soil–water mixing and resulting changes in average strength. International Journal for Numerical and Analytical Methods in Geomechanics, 44(11), https://doi.org/10.1002/nag.3077
• Zhang, W., Randolph, M. F., Puzrin, A. M., & Wang, D. (2020). Criteria for planar shear band propagation in submarine landslides along weak layers. Landslides, 17(4), https://doi.org/10.1007/s10346-019-01310-8
• Zhang, W., & Wang, D. (2020). Stability analysis of cut slope with shear band propagation along a weak layer. Computers and Geotechnics, 125, https://doi.org/10.1016/j.compgeo.2020.103676
• Zhang, W., Randolph, M. F., Puzrin, A. M., & Wang, D. (2019). Transition from shear band propagation to global slab failure in submarine landslides. Canadian Geotechnical Journal, 56(4), https://doi.org/10.1139/cgj-2017-0648
• Jiang, M., Shen, Z., Zhou, W., Arroyo, M., & Zhang, W. (2018). Coupled CFD–DEM method for undrained biaxial shear test of methane hydrate bearing sediments. Granular Matter, 20(4), https://doi.org/10.1007/s10035-018-0826-x
• Zhang, W., Wang, D., Randolph, M., & Puzrin, A. (2017). From progressive to catastrophic failure in submarine landslides with curvilinear slope geometries. Géotechnique, 67(12), 1104-1119. https://doi.org/10.1680/jgeot.16.p.249
• Zhang, W., Wang, D., Randolph, M. F., & Puzrin, A. M. (2016). Dynamic propagation criteria for catastrophic failure in planar landslides. International Journal for Numerical and Analytical Methods in Geomechanics, 40(17), https://doi.org/10.1002/nag.2531
• Jiang, M., & Zhang, W. (2015). DEM analyses of shear band in granular materials. Engineering Computations, 32(4), https://doi.org/10.1108/ec-04-2014-0088
• Jiang, M., Zhang, W., Wang, J., & Zhu, H. (2015). DEM Analyses of an Uplift Failure Mechanism with Pipe Buried in Cemented Granular Ground. International Journal of Geomechanics, 15(5), https://doi.org/10.1061/%28asce%29gm.1943-5622.0000430
• Zhang, W., Wang, D., Randolph, M., & Puzrin, A. (2015). Catastrophic failure in planar landslides with a fully softened weak zone. Géotechnique, 65(9), https://doi.org/10.1680/geot14.p.218
• Jiang, M., Sun, C., Crosta, G. B., & Zhang, W. (2015). A study of submarine steep slope failures triggered by thermal dissociation of methane hydrates using a coupled CFD-DEM approach. Engineering Geology, 190, https://doi.org/10.1016/j.enggeo.2015.02.007
• Jiang, M., He, J., Wang, J., Liu, F., & Zhang, W. (2014). Distinct simulation of earth pressure against a rigid retaining wall considering inter-particle rolling resistance in sandy backfill. Granular Matter, 16(5), https://doi.org/10.1007/s10035-014-0515-3
• Jiang, M., & Zhang, W. (2013). Distinct element method investigation on mechanical behavior within shear bands in granulates under the Earth and the Moon conditions. Theoretical and Applied Mechanics Letters, 3(2), https://doi.org/10.1063/2.1302105
• Jiang, M., Zhang, W., Sun, Y., & Utili, S. (2013). An investigation on loose cemented granular materials via DEM analyses. Granular Matter, 15(1), https://doi.org/10.1007/s10035-012-0382-8