基本情况
王栋，博士，教授，博士生导师
通讯地址：山东省青岛市松岭路238号环境科学与工程学院，邮编266100
电子邮件：dongwang@ouc.edu.cn
每年招收硕士生3人，博士生1-2人，欢迎报考
国际工程地质与环境协会海洋工程地质委员会执行委员
中国工程地质专业委员会海洋工作委员会副主任委员
中国土力学及岩土工程分会岛礁岩土工程专业委员会（筹）副主任委员
担任20余个国际期刊（岩土工程、工程地质与海洋工程方向）审稿人，如Geotechnique, JGGE, CGJ, S & F, IJG, C & G, GL, Landslides, EG, BOEG, OE, AOR.
教育与工作经历
1992 – 1996 山东工业大学，水工结构，本科
1996 – 2002 大连理工大学，岩土工程，硕博直读
2002 – 2007 大连理工大学土木水利学院，讲师
2003 – 2005 Curtin University of Technology, Australia, Research Associate
2007 – 2016 The University of Western Australia, Research Fellow and then Senior Research Fellow
2016 – 中国海洋大学，“筑峰”二级教授
研究方向
海洋岩土工程：近海自升式平台桩靴，深水吸力锚、平板锚与动力贯入锚，海底管线
海洋地质灾害：原位勘察，海底滑坡触发机理与灾害评估
岩土力学数值模拟：大变形有限元，物质点法
主持的基金与工业界项目
2018-2021，国家自然科学基金面上项目，“深海粘性土中滑动防沉板复合承载力的确定方法”
2017-2018，中海油，“深水负压沉箱VHM空间中承载力包络面分析技术研究”
2017-2018，天津地调中心，“围海造陆区稳定性调查”
2015-2016, POSCO Korea, “Prediction of long-term displacements of suction piles for 3MW offshore wind turbine and effective measures for reducingdisplacements”
2012-2014, Australia Research Council Discovery Project, “Dynamic evolution of submarine slides and consequences of offshore developments”
2011-2014, Australia-China Natural Gas Technology Partnership Grant, “Geotechnical solutions for engineering deep water gas fields”
2011, Advanced Geomechanics, “Large deformation analysis of spudcan re-penetration in the Starboard Crater, Yolla”
2011, Advanced Geomechanics, “Three-dimensional stability analysis of cut trench of N1K Scarp, Gorgon”
2009-2011, ExxonMobil Global Services Company, “Qualification of SEPLA for permanent mooring – centrifuge testing and numerical analysis”
2004-2006，国家自然科学基金青年项目，“复杂加载条件下TLP和FPSO吸力式沉箱基础稳定性研究”
2002-2003，中海油，“CFD11-1&11-2石油开发项目钻井船基础贯入对导管架平台桩基及隔水套管影响的分析与评价”
2002-2003, 中交第四航务工程勘察设计院, “长江口深水航道治理工程软基中大圆筒结构整体稳定性评价”
期刊论文
J46. Dong Y, Wang D and Randolph MF (2017). Investigation of impact forces on pipeline by submarine landslide using material point method. Ocean Engineering, 146, 21-28.
J45. Gaudin C, Cassidy MJ, O'Loughlin CD, Tian Y, Wang D and Chow S (2017). Recent advances in anchor design for floating structures. International Journal of Offshore and Polar Engineering, 27(1), 44-53.
J44. Zheng J, Hossain MS and Wang D (2017). Estimating spudcan penetration resistance in stiff-soft-stiff clay. Journal of Geotechnical and Geoenvironmental Engineering, accepted.
J43. Koh KX, Wang D and Hossain MS (2017). Numerical simulation of caisson installation and dissipation in Kaolin clay and calcareous silt. Bulletin of Engineering Geology and the Environment, accepted.
J42. Dong Y, Wang D and Randolph MF (2017). Runout of submarine landslide simulated with material point method. Journal of Hydrodynamics, 29(3), 438-444.
J41. Zhang W, Wang D, Randolph MF and Puzrin AM (2017). From progressive to catastrophic failure in submarine landslides with curvilinear slope geometries. Geotechnique, 67(12), 1104-1119.
J40. Zheng J, Hossain MS and Wang D (2017). Numerical investigation of spudcan penetration in multi-layer deposits with an interbedded sand layer. Geotechnique, 67(12), 1050-1066.
J39. Ragni R, Bienen B, Wang D, Masin D and Cassidy MJ (2017). Numerical modelling of the effects of consolidation on the undrained spudcan capacity under combined loading in silty clay. Computers and Geotechnics, 86, 33-51.
J38. Zheng J, Hossain MS and Wang D (2016). Prediction of spudcan penetration resistance profile in stiff-over-soft clays. Canadian Geotechnical Journal, 53(12), 1978-1990.
J37. Zhang W, Wang D, Randolph MF and Puzrin AM (2016). Dynamic propagation criteria for catastrophic failure in planar landslides. International Journal for Numerical and Analytical Methods in Geomechanics, 40, 2312-2338.
J36. Wang D and Bienen B (2016). Numerical investigation of penetration of a large-diameter footing into normally consolidated kaolin clay with a consolidation phase. Geotechnique, 66(11), 947-952.
J35. Han C, Wang D, Gaudin C, O'Loughlin CD and Cassidy MJ (2016). Behaviour of vertically loaded plate anchors under sustained uplift. Geotechnique, 66(8), 681-693.
J34. Hu P, Stanier SA, Wang D and Cassidy MJ (2016). Effect of footing shape on penetration in sand overlying clay. International Journal of Physical Modelling in Geotechnics, 16(3), 119-133.
J33. Ragni R, Wang D, Masin D, Bienen B, Cassidy MJ and Stanier SA (2016). Numerical modelling of the effects of consolidation on jack-up spudcan penetration. Computers and Geotechnics, 78, 25-37.
J32. Kim YH, Hossain MS, Wang D and Randolph MF (2015). Numerical investigation of dynamic installation of torpedo anchors in clay. Ocean Engineering, 108, 820-832.
J31. Kim YH, Hossain MS and Wang D (2015). Effect of strain rate and strain softening on embedment depth of a torpedo anchor in clay. Ocean Engineering, 108, 704-715.
J30. Zhao X, Randolph MF, Wang D and Gaudin C (2015). Upper bound analysis of uplift capacity of a tapered plate anchor in cohesive soil. Geotechnique Letters, 5(3), 205-211.
J29. Hu P, Stanier SA, Wang D and Cassidy MJ (2015). A comparison of full profile prediction methods for a spudcan penetrating sand overlying clay. Geotechnique Letters, 5(3), 131-139.
J28. Zheng J, Hossain MS and Wang D (2015). Numerical modelling of spudcan deep penetration in three-layer clays. International Journal of Geomechanics, 15(6), 04014089.
J27. Hu P, Wang D, Stanier SA and Cassidy MJ (2015). Assessing the punch-through hazard of a spudcan on sand overlying clay. Geotechnique, 65(11), 883-896.
J26. Mahmoodzadeh H, Wang D and Randolph MF (2015). Interpretation of piezoball dissipation testing in clay. Geotechnique, 65(10), 831-842.
J25. Zhang W, Wang D, Randolph MF and Puzrin AM (2015). Catastrophic failure in planar landslides with a fully softened weak zone. Geotechnique, 65(9), 755-769.
J24. O'Beirne C, O'Loughlin CD, Wang D and Gaudin C (2015). Capacity of dynamically installed anchors as assessed through field testing and three dimensional large deformation finite element analyses. Canadian Geotechnical Journal, 52(5), 548-562.
J23. Zheng J, Hossain MS and Wang D (2015). A new design approach for spudcan penetration in non-Uniform clay with an interbedded stiff layer. Journal of Geotechnical and Geoenvironmental Engineering, 141(4), 04015003.
J22. Dong Y, Wang D and Randolph MF (2015). A GPU parallel computing strategy for the material point method. Computers and Geotechnics, 66, 31-38.
J21. Wang D, Bienen B, Nazem M, Tian Y, Zheng J, Pucker T and Randolph MF (2015). Large deformation finite element analyses in geotechnical engineering. Computers and Geotechnics, 65, 104-114.
J20. Gaudin C, O'Loughlin CD, Randolph MF, Cassidy MJ, Wang D, Tian Y, Hambleton JP and Merifield RS (2014). Advances in offshore and onshore anchoring solutions. Australian Geomechanics Journal, 49(4), 59-71.
J19. Mahmoodzadeh H, Randolph MF and Wang D (2014). Numerical simulation of piezocone dissipation test in clays. Geotechnique, 64(8), 657-666.
J18. Wang D and O'Loughlin CD (2014). Numerical study of pull-out capacities of dynamically embedded plate anchors. Canadian Geotechnical Journal, 51(11), 1263-1272.
J17. Hu P, Wang D, Cassidy MJ and Stanier SA (2014). Predicting the resistance profile of a spudcan penetrating sand overlying clay. Canadian Geotechnical Journal, 51, 1151-1164.
J16. Zhang Y, Wang D, Cassidy MJ and Bienen B (2014). Numerical analysis of the bearing capacity of a spudcan in soft clay under combined loading accounting for installation effects. Journal of Geotechnical and Geoenvironmental Engineering, 140(7), 04014029.
J15. Ma J, Wang D and Randolph MF (2014). A new contact algorithm in the material point method for geotechnical simulations. International Journal for Numerical and Analytical Methods in Geomechanics, 38, 1197-1210.
J14. Hu P, Stanier SA, Cassidy MJ and Wang D (2014). Predicting the peak punch-through resistance of a spudcan penetrating sand overlying clay. Journal of Geotechnical and Geoenvironmental Engineering, 140(2), 04013009.
J13. Tian Y, Cassidy MJ, Randolph MF, Wang D and Gaudin C (2014). A simple implementation of RITSS and its application in large deformation analysis. Computers and Geotechnics, 56, 160-167.
J12. Kouretzis GP, Sheng D and Wang D (2014). Numerical simulation of cone penetration testing using a new critical state constitutive model for sand. Computers and Geotechnics, 56, 50-60.
J11. Wang D, Randolph MF and White DJ (2013). A dynamic large deformation finite element method based on mesh regeneration. Computers and Geotechnics, 54, 192-201.
J10. Zhang X, Krabbenhoft K, Pedroso DM, Lyamin AV, Sheng D, Vicente da Silva M and Wang D (2013). Particle finite element analysis of large deformation and granular flow problems. Computers and Geotechnics, 54, 133-142.
J9. Wang D, Merifield RS and Gaudin C (2013). Uplift behaviour of helical anchors in clay. Canadian Geotechnical Journal, 50(6), 575-584.
J8. Wang D, Gaudin C and Randolph MF (2013). Large deformation finite element analysis investigating the performance of anchor keying flap. Ocean Engineering, 59, 107-116.
J7. Cassidy MJ, Gaudin C, Randolph MF, Wong PC, Wang D and Tian Y (2012). A plasticity model to assess the keying of plate anchors. Geotechnique, 62(9), 825-836.
J6. Wang D, Hu Y and Randolph MF (2011). Keying of rectangular plate anchors in normally consolidated clays. Journal of Geotechnical and Geoenvironmental Engineering, 137(12), 1244-1253.
J5. Wang D, White DJ and Randolph MF (2010). Large-deformation finite element analysis of pipe penetration and large-amplitude lateral displacement. Canadian Geotechnical Journal, 47(8), 842-856.
J4. Wang D, Hu Y and Randolph MF (2010). Three-dimensional large deformation finite element analysis of plate anchors in uniform clay. Journal of Geotechnical and Geoenvironmental Engineering, 136(2), 355-365.
J3. Wang D and Jin X (2008). Failure loci of suction caisson foundation under combined loading conditions. China Ocean Engineering, 22(3), 455-464.
J2. Wang D and Jin X (2006). Finite element analysis of laterally loaded suction caisson in anisotropic clay. China Ocean Engineering, 20(4), 665-672.
J1. Wang D, Hu Y and Jin X (2006). Two-dimensional large deformation finite element analysis for the pulling-up of plate anchor. China Ocean Engineering, 20(2), 269-279.
王栋, 韩超 (2012). 海流作用下平板锚的抗拉承载力. 岩土工程学报, 34(12), 2243-2248.
王栋 (2012). 非完全粗糙平板锚旋转安装过程中的丢失埋深研究. 岩土力学, 33(9), 2765-2770.
刘嘉, 王栋 (2009). 正常固结黏土中平板锚基础的吸力和抗拉力. 岩土力学, 30(3), 735-740.
王栋, 胡玉霞 (2008). 方形平板锚抗拉承载力的大变形有限元分析. 岩土力学, 29(8), 2081-2086.
王志云, 王忠涛, 栾茂田, 王栋 (2008). 吸力式沉箱基础极限抗拉承载力的数值分析. 岩土力学, 29(6), 1545-1550.
王栋, 金霞 (2008). 考虑强度各向异性的边坡稳定有限元分析. 岩土力学, 29(3), 667-672.
王栋, 年廷凯, 陈煜淼 (2007). 边坡稳定有限元分析中的三个问题. 岩土力学, 28(11), 2309-2313.
王栋, 胡玉霞, 宋振河 (2007). 均质黏土中圆形平板锚的抗拉承载力分析. 岩土力学, 28(6), 1242-1246.
王志云, 王栋, 栾茂田, 范庆来, 武科 (2007). 复合加载条件下吸力式沉箱基础承载特性数值分析. 海洋工程, 25(2), 52-56.
王栋, 栾茂田 (2002). 波浪作用下粘弹性海床动力响应的数值分析. 工程力学, 19(4), 130-134.
王栋, 栾茂田 (2002). 广义Biot理论隐－隐式解法的推广及其应用. 世界地震工程, ⑵, 23-26.
栾茂田, 王栋 (2001). 考虑土骨架加速度效应的海床动力反应及其影响因素分析. 海洋学报, 24(6), 112-119.
栾茂田, 王栋 (2001). 波浪作用下海床动力反应的数值分析. 海洋工程, 19(4), 40-45.
王栋, 栾茂田, 郭莹 (2001). 波浪作用下海床动力反应有限元数值模拟与液化分析. 大连理工大学学报, 41(2), 216-222.