王棟(中國海洋大學教授)

王棟，男，博士學位，現任中國海洋大學環境科學與工程學院教授、博士生導師，國際工程地質與環境協會海洋工程地質委員會執行委員，中國工程地質專業委員會海洋工作委員會副主任委員，Geotechnique、JGGE、CGJ等國際期刊審稿人。

基本介紹

• 中文名：王棟
• 國籍：中國
• 職業：教授
• 畢業院校：大連理工大學

個人經歷

1992– 1996山東工業大學，水工結構，本科

1996 – 2002大連理工大學，岩土工程，碩博直讀

2002 – 2007大連理工大學土木水利學院，講師

2003 – 2005 Curtin University of Technology, Australia, Research Associate

2007 – 2016 The University of Western Australia, Research Fellow and then Senior Research Fellow

2016 至今 中國海洋大學，教授

研究方向

海洋岩土工程：近海自升式平台樁靴，深水吸力錨、平板錨與動力貫入錨，海底管線

海洋地質災害：原位勘察，海底滑坡觸發機理與災害評估

岩土力學數值模擬：大變形有限元，物質點法

主持基金

2018-2021，國家自然科學基金面上項目，“深海粘性土中滑動防沉板複合承載力的確定方法”

2017-2018，中石化，“埕島油田移動平台插樁地質信息系統分析與評價系統”

2017-2018，中海油，“深水負壓沉箱VHM空間中承載力包絡面分析技術研究”

2017-2018，天津地調中心，“圍海造陸區穩定性調查”

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，國家自然科學基金青年項目，“複雜載入條件下TLP和FPSO吸力式沉箱基礎穩定性研究”

2002-2003，中海油，“CFD11-1&11-2石油開發項目鑽井船基礎貫入對導管架平台樁基及隔水套管影響的分析與評價”

2002-2003,中交第四航務工程勘察設計院, “長江口深水航道治理工程軟基中大圓筒結構整體穩定性評價”

期刊論文

J46. Zheng J, Hossain MS andWang D(2018). Estimating spudcan penetration resistance in stiff-soft-stiff clay. Journal of Geotechnical and Geoenvironmental Engineering, 144(3), 04018001.

J45.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.

J44. Gaudin C, Cassidy MJ, O'Loughlin CD, Tian Y,Wang Dand Chow S (2017). Recent advances in anchor design for floating structures. International Journal of Offshore and Polar Engineering, 27(1), 44-53.

J43. 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, accepted.

J42. Dong Y,Wang Dand 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 andWang 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 andWang 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 Dand 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 Dand 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 Dand Randolph MF (2015). Numerical investigation of dynamic installation of torpedo anchors in clay. Ocean Engineering, 108, 820-832.

J31. Kim YH, Hossain MS andWang 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 Dand 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 andWang 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 Dand 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 Dand 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 andWang 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 Dand 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 andWang D(2014). Numerical simulation of piezocone dissipation test in clays. Geotechnique, 64(8), 657-666.

J18.Wang Dand 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 Dand 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 andWang 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 Dand 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 andWang 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 andWang 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 Dand 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 Dand Jin X (2008). Failure loci of suction caisson foundation under combined loading conditions. China Ocean Engineering, 22(3), 455-464.

J2.Wang Dand 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.