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[122] Sheng Y, Wang D, Zou J and Li P (2026). Semi-analytical characterization for the plastic development of deep-buried and water-rich non-circular tunnels considering out-of-plane stress based on three-dimensional strength criteria. Tunnelling and Underground Space Technology, 167, 107026.
[121] Pei H, Wang D, Zhang C and Liu Q (2025). CPT-based predictions of bearing capacity for shallow footings in calcareous sand considering particle breakage. Computers and Geotechnics, 107544.
[120] Cheng H, Liang B, Zhang H, Wang D and Liu X (2025). Coupled numerical simulation of seabed response to focused wave loads around monopile foundation. Ocean Engineering, 341, 122453.
[119] Dong Y, Liu Z, Yan D, Sun H and Wang D (2025). Assessment of horizontal impact forces of submarine landslides upon fixed subsea pile foundations. Ocean Engineering, 140, 122250.
[118] Zhang A and Wang D (2025). Effect of static shear stress on the cyclic liquefaction of anisotropic sands: a DEM study. Soil Dynamics and Earthquake Engineering, 199, 109659.
[117] Malik B, Jie S, Liang Z, Ouyang Z and Wang D (2025). Experimental investigation of suction installation behavior of caissons in loose saturated sands. Canadian Geotechnical Journal, in press.
[116] Yang X, Jiang A and Wang D (2025). An investigation into mechanical properties and damage model of transversely isotropic rocks subjected to freeze–thaw conditions. Journal of Ocean University of China, in press.
[115] Shen Z, Wang D, Fu D and Zheng T (2025). Numerical simulations of strata subsidence induced by marine hydrates exploitation via depressurization. Energy, 328, 136569.
[114] Ma K, Wang D, Zheng J and Chang K (2025). Numerical simulation of free-fall penetrometer dissipation tests in rate-dependent clay. Applied Ocean Research, 158, 104562.
[113] Yan H, Wang D, Zhang G, Wei D and Liu F (2025). Complex fluid interface dynamics in water exit by improved diffuse interface-immersed boundary method. Physics of Fluids, 37(4), 042110.
[112] Zhu Z, Wang D and Zhang W (2025). Submarine slope failures in sensitive clay due to buoyancy force of trapped gas. Computers and Geotechnics, 183, 107220.
[111] Liu K, Wang D and Fu D (2025). Estimating the sliding and penetrating resistances of a tolerably mobile subsea mudmat: large deformation modelling and theoretical framework. Journal of Geotechnical and Geoenvironmental Engineering, 151(6), 04025039.
[110] Zhang W, Wang D, Zheng J and Fu D (2025). Numerical study of cone penetration tests to predict effective internal friction angles of cohesive soils. Engineering Geology, 345, 107870.
[109] Qin W, Ye C, Gao J, Dai G, Wang D and Dong Y (2025). Pore water pressure of clay soil around large-diameter open-ended thin-walled pile (LOTP) during impact penetration. Computers and Geotechnics, 180, 107065.
[108] Zhang A, Dafalias YF and Wang D (2025). SANISAND-CH: A high-pressure bounding surface model for cemented sand, including methane hydrate-bearing sediments. Computers and Geotechnics, 179, 106986.
[107] Zhang C, Wang D and Geng X (2025). An anisotropic macro element model for bucket-clay interaction under cyclic loading. Computers and Geotechnics, 179, 106964.
[106] Zhao L, Wang D and Randolph M (2025). A practical numerical model of embedded mooring chains in clayey soils. Journal of Geotechnical and Geoenvironmental Engineering, 151(3), 04025003.
[105] Xie Y, Wang D, Zheng J, Fu D and Chang K (2024). Estimation of breakout force of spudcan footing in structured clay. Ocean Engineering, 312, 119324.
[104] Yan H, Zhang G, Wang D, Lu Y and Wang S (2024). Improved diffuse interface-immersed boundary method for three-dimensional multiphase fluids–structure interaction with moving contact lines. Applied Ocean Research, 151, 104181.
[103] Jiang J, Luo C and Wang D (2024). Numerical simulation of vertical cyclic responses of a bucket in over-consolidated clay. Journal of Marine Science and Engineering, 12, 1319.
[102] Pei H, Wang D and Fu D (2024). Nonlocal regularized analyses for keying of strip plate anchors in strain-softening clay. Ocean Engineering, 310, 118788.
[101] Miao X, Wei J, Li J, Liu X, Wang D, Li J and Feng X (2024). Isotopically light Mo in sediments of methane seepage controlled by the benthic Fe–Mn redox shuttle process. Global and Planetary Change, 239, 104512.
[100] Zhang X, Zhang B, Wang D and Xu C (2024). Fatigue damage analysis method of offshore wind turbine foundation. Ocean Engineering, 302, 117618.
[99] Sun M, Xie Y and Wang D (2024). Large deformation analysis of spudcan settlement during operation. Ocean Engineering, 300, 117455.
[98] Yang X, Wang D and Zhang S (2024). Probabilistic prediction of spudcan peak penetration resistance based on parameter estimation and sectionalized adaptive linear simplification. Ocean Engineering, 298, 117228.
[97] Yang H, Zhang S, Cai J, Wang D, Deng X and Gao Y (2024). Multicycle parameter estimations in coupled earth system models based on multiscale sensitivity responses in the context of low-order models. Journal of Climate, 37(11), 3133-3151.
[96] Zhou B, Zhang W, Wang D and Fu D (2024). Estimation of effective internal friction angle by ball penetration test: large deformation analyses. Journal of Marine Science and Engineering, 12, 230.
[95] Liu K, Wang D and Zheng J (2024). Determination of the coefficient of consolidation by piezocone tests under partially drained conditions. Geotechnique, 74(9), 829-839.
[94] Shen J, Chen Q, Wang L and Wang D (2024). Numerical investigations of the failure mechanism of spreading landslides. Canadian Geotechnical Journal, 61, 228-240.
[93] Zhu Z, Wang D and Zhang W (2023). Catastrophic submarine landslides with non-shallow shear band propagation. Computers and Geotechnics, 163, 105751.
[92] Zhang A, Jiang M, Wang D and Li Q (2023). A bounding surface plasticity model for methane hydrate-bearing sediments in deep seabed. Computers and Geotechnics, 163, 105720.
[91] Zhang C, Wang D and Zheng J (2023). A cyclic-softening macro element model for mono-bucket foundations supporting offshore wind turbines in clay. Computers and Geotechnics, 161, 105603.
[90] Zhang A, Dafalias YF and Wang D (2023). SANISAND-H: A sand bounding surface model for high pressures. Computers and Geotechnics, 161, 105579.
[89] Gong J, Zou D, Kong X, Wang D, Liu J and Yu X (2023). A meshfree large-deformation analysis method for geotechnical engineering based on the RBF field variable mapping technology. Computer Methods in Applied Mechanics and Engineering, 2023, 416, 116377.
[88] Liu X, Liu Y, Lin P and Wang D (2023). Experimental and numerical studies of solitary wave interaction with perforated caisson breakwaters. Physics of Fluids, 35, 057119.
[87] Zhang A, Jiang M, Wang D and Li Q (2023). Three-dimensional DEM investigation of mechanical behaviors of grain-cementing type methane hydrate-bearing sediment. Acta Geotechnica, 18, 6371-6394.
[86] An T, Wang D and Yang X (2023). Modification of a constitutive model for gassy clay. Journal of Marine Science and Engineering, 11, 1013.
[85] Liu K, Wang D and Zheng J (2023). Numerical study of piezoball dissipation test with penetration under partially drained conditions. Computers and Geotechnics, 159, 105469.
[84] Zhang W, Liu K, Wang D and Zheng J (2023). Coefficient of consolidation measured by cone penetration tests in overconsolidated cohesive soils. Ocean Engineering, 276, 114301.
[83] Zhang Y, Zhao L and Wang D (2023). The combined bearing capacities of anchor chain segment by considering its actual geometry and roughness. Journal of Marine Science and Engineering, 11(3), 648.
[82] Zheng J, Wang D and Xie Y (2023). Evolution of breakout force with operation period for deeply embedded spudcan in clay. Applied Ocean Research, 132, 103480.
[81] Pei H, Wang D and Liu Q (2023). Numerical study of relationships between the cone resistances and footing bearing capacities in silica and calcareous sands. Computers and Geotechnics, 155, 105220.
[80] Zhang A, Jiang M and Wang D (2023). Effect of fabric anisotropy on the cyclic liquefaction of sands: Insight from DEM simulations. Computers and Geotechnics, 155, 105188.
[79] Qin W, Cai S, Dai G, Wang D and Chang K (2023). Resistance during driving of offshore large-diameter open-ended thin-wall pipe piles driven into clay by impact hammers. Computers and Geotechnics, 153, 105085.
[78] Shen Z, Wang D and Zheng T (2023). Numerical simulations of the synthetic processes and consequences of secondary hydrates during depressurization of a horizontal well in the hydrates production. Energy, 263, 125675.
[77] Jiang J, Wang D and Fu D (2023). Vertical monotonic and cyclic responses of a bucket in over-consolidated clay. Journal of Marine Science and Engineering, 11, 2044.
[76] Shan Z, Zhu Z, Wang D and Ye G (2023). Numerical modeling of the dynamic response of an elastoplastic seabed under wave-current interactions. Journal of Ocean University of China, 22(1), 43-52.
[75] Chang K, Wang D, Hossain MS, Kim YH and Qin W (2022). Effective stress analysis of dynamically installed anchor installation in rate-dependent clay. Ocean Engineering, 266, 113183.
[74] Liu Y, Zheng J, Wang D and Liu K (2022). Capacity of spudcan foundation on dense sand overlying clay under combined loading. Ocean Engineering, 266, 112980.
[73] Pei H and Wang D (2022). The shear strength and dilatancy of calcareous sand in the South China Sea. China Ocean Engineering, 36(5), 781-790.
[72] Kou H, Liu J, Zhang P, Wu C, Ni P and Wang D (2022). Ecofriendly improvement of coastal sandy slope using recycled shredded coconut coir (RSC) and bio-cement. Acta Geotechnica, 17, 5375-5389.
[71] Liu K, Wang D and Zheng J (2022). Numerical investigation of spudcan penetration under partially drained conditions. Ocean Engineering, 244, 110425.
[70] Zhao L and Wang D (2022). A modified state parameter for sand. Acta Geotechnica, 17, 3397-3405.
[69] Shen K, Jiang J, Wang D and Zheng J (2022). Capacities of tripod bucket foundation under uniaxial and combined loading considering adhesion factor. Marine Georesources & Geotechnology, 40(12), 1520-1528.
[68] Guo X, Nian T, Wang D and Gu Z (2022). Evaluation of undrained strength of surficial marine clays using ball penetration-based CFD modelling. Acta Geotechnica, 17(5), 1627-1643.
[67] Zheng J, Chen Y, Chen X, Wang D and Jing S (2022). Improved prediction of peak resistance for spudcan penetration in sand layer overlying clay. Journal of Geotechnical and Geoenvironmental Engineering, 148(1), 04021174.
[66] Zheng J, Zhang S, Wang D and Jiang J (2021). Optimization for the assessment of spudcan peak resistance in clay-sand-clay deposits. Journal of Marine Science and Engineering, 9, 689.
[65] Han C, Wang D, Gaudin C, O’Loughlin C and Cassidy M (2021). Capacity of plate anchors in clay under sustained uplift. Ocean Engineering, 226, 108799.
[64] Zhao L, Zhou Z, Wang D and Chen L (2021). Numerical modelling approach for steel catenary riser behavior at touchdown zone. Journal of Geotechnical and Geoenvironmental Engineering, 147(6), 04021033.
[63] Shan Z, Liao Z, Dong Y, Wang D and Zhang A (2021). Implementation of absorbing boundary conditions in dynamic simulation of the material point method. Journal of Zhejiang University –Science A, 22(11), 870-881.
[62] He B, Jiang J, Cheng J, Zheng J and Wang D (2021). The capacities of tripod bucket foundation under uniaxial and combined loading. Ocean Engineering, 220, 108400.
[61] Kou HL, Wu CZ, Jang BA and Wang D (2021). Spatial distribution of CaCo3 in biocemented sandy slope using surface percolation. Journal of Materials in Civil Engineering, 33(6), 06021004.
[60] Zhang N, Li X and Wang D (2021). Smoothed classic yield function for C2 continuities in tensile cutoff, compressive cap, and deviatoric sections. International Journal of Geomechanics, 21(3), 04021005.
[59] Shan Z, Zhang W, Wang D and Wang L (2021). Numerical investigations of retrogressive failure in sensitive clays: revisiting 1954 Sainte-Monique slide, Quebec. Landslides, 18, 1327-1336.
[58] Zhao L, Wang D and Tian Y (2020). Finite element modelling for as-laid embedment of pipeline in clayey sediments. Ocean Engineering, 217, 107963.
[57] Dong Y, Wang D and Randolph MF (2020). Quantification of impact forces on fixed mudmats from submarine landslides using the material point method. Applied Ocean Research, 102, 102227.
[56] Jiang J, Wang D and Zhang S (2020). Improved prediction of spudcan penetration resistance by an observation-optimized model. Journal of Geotechnical and Geoenvironmental Engineering, 146(9), 06020014.
[55] Zhang W and Wang D (2020). Stability analysis of cut slope with shear band propagation along a weak layer. Computers and Geotechnics, 125, 103676.
[54] Yang ZX, Gao YY, Jardine RJ, Guo WB and Wang D (2020). Large deformation finite-element simulation of displacement-pile installation experiments in sand. Journal of Geotechnical and Geoenvironmental Engineering, 146(6), 04020044.
[53] Zhang W, Randolph MF, Puzrin AM and Wang D (2020). Criteria for planar shear band propagation in submarine landslides along weak layers. Landslides, 17(4), 855-876.
[52] Dong Y, Wang D and Cui L (2020). Assessment of depth averaged method in analysing runout of submarine landslide. Landslides, 17(3), 543-555.
[51] Zheng J and Wang D (2019). Numerical investigation of spudcan-footprint interaction in non-uniform clays. Ocean Engineering, 188, 106295.
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