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
每年招收硕士生约3人，博士生1-3人，博士后1-3人
国际工程地质与环境协会海洋工程地质委员会执行委员
中国土木工程学会港口工程分会理事
中国土木工程学会土力学及岩土工程分会岛礁岩土专委会副主任
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，二级教授
研究方向
海洋岩土工程：近海自升式平台桩靴，深海锚泊基础，海底管线，水合物开采
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
2019-2021，中央高校基本科研业务费关键核心技术项目，“水合物储层静力触探数据解析关键技术”
2019-2022，国家基金委-山东省联合基金重点项目，“自升式平台桩靴基础的全工作周期稳定性分析”
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”
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”
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”
主持的部分工业界项目
2020-2021，中海油研究总院，“通航区船舶抛锚拖锚对防护装置影响实验研究”
2020-2021，华东勘测设计研究院，“海上大型电气平台筒型基础沉贯与二次快速加载机制研究”
2020-2020，青岛海洋地质研究所，“含水合物地层CPT数据解释模块开发”
2019-2020，中南勘测设计研究院，“海上大直径钢管桩p-y曲线优化研究”
2019-2019，中国地质科学院，“深海负压锚贯入与承载力的数值模拟研究”
2019-2019，中海油服，“陆丰油田海底沙波活动模拟及预测”
2018-2020，华东勘测设计研究院，“基于数值模拟的近海滑坡成灾机制和评价方法研究”
2018-2019，华东勘测设计研究院，“海上风机筒型基础贯入与承载力研究”
2018-2019，中石化石油工程设计公司，“埕岛油田移动平台插桩数值模拟与离心试验”
2017-2018，中海油服，“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，“曹妃甸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”
2011, Fugro AG, “Large deformation analysis of spudcan re-penetration in the Starboard Crater, Yolla”
2011, Fugro AG, “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”
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”
获得奖励与荣誉
2019，山东省有突出贡献的中青年专家
2018，山东省自然科学学术创新奖
2018，青岛市科技进步一等奖（1/6）
期刊论文
J57. Dong Y, Wang D, Randolph MF (2020). Quantification of impact forces on fixed mudmats from submarine landslides using the material point method. Applied Ocean Research, in press.
J56. Jiang J, Wang D, Zhang S (2020). Improved prediction of spudcan penetration resistance by an observation-optimized model Journal of Geotechnical and Geoenvironmental Engineering, in press.
J55. Zhang W, Wang D(2020). Stability analysis of cut slope with shear band propagation along a weak layer. Computers and Geotechnics, 125, 103676.
J54. Yang ZX, Gao YY, Jardine RJ, Guo WB,Wang D(2020). Large deformation finite-element simulation of displacement-pile installation experiments in sand. Journal of Geotechnical and Geoenvironmental Engineering, 146(6), **.
J53. Zhang W, Randolph MF, Puzrin AM, Wang D(2020). Criteria for planar shear band propagation in submarine landslides along weak layers. Landslides, 17(4), 855-876.
J52. Dong Y, Wang D, Cui L (2020). Assessment of depth averaged method in analysing runout of submarine landslide. Landslides, 17(3), 543-555.
J51. Zheng J, Wang D(2019). Numerical investigation of spudcan-footprint interaction in non-uniform clays. Ocean Engineering, 188, 106295.
J50. Hao D, Wang D, O'Loughlin CD and Gaudin C (2019). Tensile monotonic capacity of helical anchors in sand: interaction between helices. Canadian Geotechnical Journal, 56, 1534-1543.
J49. Chang K, Hossain MS, Kim YH andWang D(2019). Cyclic capacity and diving potential of novel fish anchor in calcareous silt. Journal of Geotechnical and Geoenvironmental Engineering, 145(9), **.
J48. Chang K, Hossain MS, Wang Dand Kim YH (2019). Performance of a novel dynamically installed fish anchor in calcareous silt. Journal of Geotechnical and Geoenvironmental Engineering, 145(6), **.
J47. Zhang W, Randolph MF, Puzrin AM and Wang D(2019). Transition from shear band propagation to global slab failure in submarine landslides. Canadian Geotechnical Journal, 56(4), 554-569.
J46. Zheng J, Hossain MS and Wang D(2018). Estimating spudcan penetration resistance in stiff-soft-stiff clay. Journal of Geotechnical and Geoenvironmental Engineering, 144(3), **.
J45. Koh KX, Wang Dand Hossain MS (2017). Numerical simulation of caisson installation and dissipation in Kaolin clay and calcareous silt. Bulletin of Engineering Geology and the Environment, 77, 953-962.
J44. Dong Y, Wang Dand Randolph MF (2017). Investigation of impact forces on pipeline by submarine landslide using material point method. Ocean Engineering, 146, 21-28.
J43. 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.
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 Dand 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), **.
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), **.
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), **.
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), **.
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.
陈洋彬, 郑敬宾, 王栋(2020). 轻微超固结黏土中桩靴贯入形成孔洞对承载力的影响. 海洋工程, 已录用.
王兆祥, 赵志超, 王栋, 孔壮壮, 吴杨(2020). 不同制样方式下含水合物粉细砂静力学特性研究. 海洋工程, 已录用.
周松望, 张艳, 王栋(2020). 正常固结黏土中扭矩对负压沉箱承载力的影响. 土木与环境工程学报, 42(1), 18-23.
张夏滔, 胡云壮, 王栋(2019). 曹妃甸吹填粉细砂液化特性研究. 中国海洋大学学报, 49(12), 75-80.
周素静, 张艳, 王栋(2019). 海底管道沉箱基础的复合承载力包络面. 海洋通报, 38(6), 727-732.
董友扣, 马家杰, 王栋, Randolph M (2019). 深海滑坡灾害的物质点法模拟. 海洋工程, 37(5), 141-147.
申志聪, 王栋, 贾永刚(2019). 水合物竖井与水平井产气效果分析. 海洋工程, 37(4), 107-116.
孟醒, 王栋(2019). 自由落体贯入试验获得土体强度的简化分析. 土木与环境工程学报, 41(1), 22-28.
王晓丽, 裴会敏, 王栋(2018). 未胶结钙质砂静力和循环强度的单剪试验研究. 海洋工程, 36(6), 124-129.
郑敬宾, 胡畔, 王栋(2018). 复杂土层中自升式平台桩靴安装穿刺预测. 海洋工程, 36(3), 123-130.
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.