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姓  名  陆建飞 出生年月  1967.12
职  称  教授/博导 任职年月  2007.08
职  务   所在学科  土木工程,固体力学
最高学位  博士
学习与工作
经历
教育经历
工学博士, 上海交通大学建工学院(固体力学), 1997.4~2000.10;
工学硕士, 江苏大学力学系(固体力学), 1989.9~1992.5;
工学学士, 山东科技大学土木系, 1985.9~1989.7.
工作经历
中组部第十二批博士服务团,贵州省铜仁市住建局副局长,2011.11-2012.12;
高级访问学者, 英国Dundee大学土木系, 2009.11~2010.1;
教授,博导, 江苏大学土木系, 2007.11~现在;
博士后, 澳大利亚Sydney大学土木系, 2005.8~2006.10;
副教授, 江苏大学土木系, 2004.10~2005.7;
博士后, 挪威Bergen大学地球科学学院, 2002.9~2004.9;
博士后, 江苏大学机械工程学院, 2000.11~2002.8;
讲师, 江苏大学力学系, 1994.9~1997.3.
学术与社会
任职
江苏省青年力学学会委员,中国力学学会会员,贵州省铜仁市住建局技术顾问,The Open Civil Engineering Journal编委,国技期刊International Journal of Solids and Structures, Journal of Sound and Vibration, Soil Dynamics and Earthquake Engineering, Engineering Fracture Mechanics, Advances in Water Resources, Journal of Multi-Body Dynamics等杂志审稿人
人生格言
There is nothing noble about being superior to another man; the true nobility lies in being superior to your previous self. Upanishads
主讲课程
弹性力学有限元,连续介质力学,固体力学
研究领域
土动力学,孔隙介质力学,非均匀介质中的波场模拟,相场理论及其应用,声子晶体理论及应用和软物质物理及力学
在研项目与
已结题项目
在研项目:
1.土木工程中的隔振理论研究及饱和孔土中的相变移动界面问题研究。江苏大学拔尖人才基金,2008.1-2012.12, 30万,项目负责人。
2.相变孔隙介质的相场理论及应用。深部岩土力学与地下工程国家重点实验室开放基金,2009.1-2011.12,5万,批准号:SKLGDUE08012X, 项目负责人。
3.考虑土体和周期性高架桥结构共同作用的声子晶体模型。国家自然科学基金,2011.1-2013.12,36万,批准号:51078171,项目负责人。
4.基于相场理论的正冻饱和岩土介质的本构理论研究。国家自然科学基金,2013.1-2016.12,60万,批准号:11272137,项目负责人。

已结题项目
1.裂纹和刚性夹杂和界面的作用问题. 江苏大学高级人才基金, 2001-2002,负责人。
2.考虑桩土共同作用的群桩沉降研究,该项目为国家教委博士点基金项目,批准号为:98024832,时间为1999-2001年,本人为该项目的主要完成者(本人博士论文即以该项目的研究作为重要内容)。
3.饱和土中表面不规则场地及其中桩基础对弹性波的动力响应,批准号为:2001529,该项目为国家博士后基金项目,时间为2001-2002年,本人为主持完成者,该项目为本人在江苏大学博士后研究工作的主要内容。
4.复杂材料中的裂纹问题。国家自然科学基金,批准号No.10272053, 2003.1-2005.12, 22万, 排名第二。
5.Mathematical Modeling of Seismic Wave Attenuation Based on Physical Models of Mechanical Rock Behavior. Grant number: 149238/431. 2002-2005,挪威国家科学委员会资助,本人为主要完成人, 100万 NOK。
6.饱和土中移动载荷问题的边界元方法和积分方程方法。国家自然科学基金,批准号: 50578071, 24万, 2006-2008,项目负责人。
7.饱和土中若干动力问题研究。教育部留学回国人员基金,2006.1-2008.12,3万,项目负责人。
主要论文
[1] Lu J-F, Sha X, Wu J-B. Resonance and cancellation phenomena caused by equidistant moving loadings in a periodic structure — a pile-supported periodic viaduct. European Journal of Mechanics A-Solids, 2016, 59: 114-123(SCI).
[2] Lu J-F, Liu Y-Q,Shi M-Q. Reflection-transmission matrix model for the axisymmetric deformation of a layered transversely isotropic saturated soil. Acta Mechanica, 2016, 227: 2181-2205(SCI).
[3] Sha X, Lu J-F,Zhang R. Resonance and cancelation phenomena in a periodic viaduct under a series of equidistant moving loadings. Archive of Applied Mechanics, 2016, 86: 1431-1447(SCI).
[4] Lu J-F, Shen R-F, Shi M-Q. Reflection–transmission matrix method for the consolidation of a multilayered saturated soil. Journal for Numerical and Analytical Methods in Geomechanics 2016, 40: 1594-1622 (SCI).
[5] Lu J-F, Mei H, Zhong L. Dynamic response of a periodic viaduct to a moving loading with consideration of pile-soil-structure interaction. Acta Mechanica, 2015, 225: 2013-2034 (SCI).
[6] Lu J-F, Zhong L. Dynamic response of a periodic viaduct to a moving point loading. Archive of Applied Mechanics, 2015, 85: 149-169 (SCI).
[7] Zhang R, Fu Q-X, Lu J-F (通讯作者). Analysis of the wave 1ocalization in a disordered periodic bridge with pile-soil-water-structure coupling. International Journal of Structural Stability and Dynamics, 2015, 15, 1450045 (SCI).
[8] Lu J-F, Lei L. A model for the dynamic response of a defected periodic bridge with PSWS coupling. Ocean Engineering, 2014, 84: 89-97(SCI).
[9] Lu J-F, Yuan H-Y. Free vibration analysis of a periodic viaduct supported by pile foundations. Journal of Bridge Engineering 2014, 0414049 (SCI).
[10] 陆建飞,张旭,李传勋。联结式排桩隔振系统及其数值模拟。岩土工程学报, 2014, 36: 1316-1325(EI).
[11] Lu J-F, He C-Y. A model for the seismic analysis of a periodic viaduct when considering the pile–soil–structure interaction. Soil Dynamics and Earthquake Engineering, 2014, 56: 13–27 (SCI).
[12] Lu J-F, Zhang X, Zhang R. A wavenumber domain boundary element model for the vibration isolation via a new type of pile structure: linked pile rows. Archive of Applied Mechanics, 2014, 84:401–420 (SCI).
[13] Lu J-F, Jeng D-S, Wan J-W, Zhang J-S. A new model for the vibration isolation via pile rows consisting of infinite number of piles. International Journal for Numerical and Analytical Methods in Geomechanics 2013; 37:2394–2426 (SCI).
[14] Lu J-F, Yuan H-Y. The sequence Fourier transform method for the analysis of a periodic viaduct subjected to non-uniform seismic waves. Acta Mechanica, 2013, 224, 2143-2168(SCI).
[15] Zhang X, Lu J-F. A wavenumber domain boundary element method model for the simulation of vibration isolation by periodic pile rows. Engineering Analysis with Boundary Elements 2013, 37: 1059–1073 (SCI).
[16] Fu Q-X, Zhong L, Lu J-F. Wave localization in a disordered periodic viaduct undergoing out-of-plane vibration. Archive of Applied Mechanics 2013, 83: 1039-1059 (SCI).
[17] Lu J-F, Li J-H, Jeng D-S. A model for the energy bands of an "open"-type periodic structure: a periodic viaduct coupled with the half-space. Acta Mechanica, 2012, 223: 257-277 (SCI).
[18] Lu J-F, Zhang X, Wan J-W, Jeng D-S. The influence of a fixed axial top load on the dynamic response of a single pile. Computers & Geotechnics, 2012, 39: 54-65 (SCI).
[19] Lu J-F, Jeng D-S. Energy bands of a periodic viaduct in out-of-plane vibration: Coupling with a half-space. European Journal of Mechanics A-Solids, 2012, 31: 21-36 (SCI).
[20] Lu J-F, Jeng D-S. Dynamic response of an offshore pile to pseudo-Stoneley waves along the interface between a poroelastic seabed and seawater. Soil Dynamics and Earthquake Engineering, 2010, 30: 184-201 (SCI).
[21] Lu J-F, Xu B, Wang J-H. A numerical model for the isolation of moving-load induced vibrations by pile rows embedded in layered porous media. International Journal of Solids and Structures, 2009, 46: 3771-3781 (SCI).
[22] Lu J-F, Xu B, Wang J-H et al. Dynamic responses of a pile embedded in a multilayered saturated porous medium to a harmonic axial loading. Acta Mechanica, 2009, 207: 29-49 (SCI).
[23] Lu J-F, Xu B, Wang J-H. Numerical analysis of isolation of the vibration due to moving loads using pile rows embedded in a poroelastic half space. Journal of Sound and Vibration, 2009, 319: 940-962 (SCI).
[24] Lu J-F, Jeng D-S. Poro-elastic model for pile-porous medium interaction due to seismic waves. International Journal for Numerical and Analytical Methods in Geomechanics, 2008, 32: 1-41 (SCI).
[25] Lu J-F, Jeng D-S, Williams S-J. A 2.5-D dynamic model for a saturated porous medium: Part I. Green’s function. International Journal of Solids and Structures, 2008, 45: 378-391 (SCI).
[26] Lu J-F, Jeng D-S, Williams S-J. A 2.5-D dynamic model for a saturated porous medium: Part II. Boundary element method. International Journal of Solids and Structures, 2008, 45: 359-377 (SCI).
[27] Lu J-F, Jeng D-S. Green’s function for an acoustic source within a half-space seawater overlying a porous seabed. Journal of Sound and Vibration, 2007, 307: 172–186 (SCI).
[28] Lu J-F, Jeng D-S, Lee T-L. Dynamic response of a circular tunnel with a piecewise lining and embedded in a poroelastic medium. Soil Dynamics and Earthquake Engineering, 2007, 27: 875-891 (SCI).
[29] Lu J-F, Hanyga A, Jeng D-S. A mixture-theory-based dynamic model for a porous medium saturated by two immiscible fluids. Journal of Applied Geophysics, 2007, 62: 89-106 (SCI).
[30] Lu J-F, Hanyga A, Jeng D-S. A linear dynamic model for a saturated porous medium. Transport in Porous Media, 2007, 68: 321-340 (SCI).
[31] Lu J-F,Jeng D-S. A half-space saturated poroelastic medium subject to a moving point load. International Journal of Solid and Structures, 2007, 44: 573–586 (SCI).
[32] Lu J-F, Jeng D-S. Dynamic analysis of an infinite cylindrical hole in a saturated poroelastic medium. Archive of Applied Mechanics, 2006, 76: 253–276 (SCI).
[33] Lu J-F, Jeng D-S. Dynamic analysis of a circular tunnel embedded in a saturated poroelastic medium and subject to moving loads. Journal of Vibration and Acoustics, ASME, 2006, 128: 750–756 (SCI).
[34] Lu J-F, Jeng D-S, Nie W-D. Dynamic response of a pile embedded in a porous medium and subjected to plane SH waves. Computers and Geotechnics, 2006, 33(8), 404–418 (SCI).
[35] Lu J-F, Hanyga A. Linear dynamic model for porous media saturated by two immiscible fluids. International Journal of Solids and Structures, 2005, 42: 2689–2709 (SCI).
[36] Lu J-F, Hanyga A. Wave field simulation for heterogeneous porous media with singular memory drag force. Journal of Computational Physics, 2005, 208: 651–74 (SCI).
[37] Lu J-F, Hanyga A. Fundamental solution for a layered porous half space subject to a vertical point force or a point fluid source. Computational Mechanics, 2005, 35: 376–391 (SCI).
[38] Lu J-F, Hanyga A. Scattering of antiplane shear wave by a kinked crack. Engineering Fracture Mechanics, 2004, 71: 1289–1305 (SCI).
[39] Lu J-F, Hanyga A. Scattering of SH wave by a crack terminating at the interface of a odeling al. Computational Mechanics, 2004, 34: 74–85 (SCI).
[40] Lu J-F, Hanyga A. Dynamic interaction between multiple cracks and a circular hole swept by SH-waves. International Journal of Solids and Structures, 2004, 41: 6725–6744 (SCI).
[41] Lu J-F, Hanyga A. Numerical modeling method for wave propagation in a linear viscoelastic medium with singular memory. Geophysical Journal International, 2004, 159: 688–702 (SCI).
主要著作
主要成果
1.基于连续介质热力学理论和相场理论,建立了正冻饱和孔隙介质的相场理论。
2.针对周期性高架铁路的特点,提出了“开放型”声子晶体的概念,并建立了研究此类结构对各类动力载荷响应的各类数值模型。
3.建立了含有两种不混溶液体的孔隙介质的动力学模型,以及饱和孔隙介质的动力学模型。相关成果发表在International Journal of Solids and Structures及Transport in Porous Media等上。
4.利用分数导数和伪谱方法(pseudo-spectral method)建立了带有奇异记忆的非均匀粘弹性介质及孔隙介质中高频弹性波的波场计算方法。
5.建立了孔隙介质中移动载荷问题的2.5-D边界元方法,为孔隙介质中移动载荷问题的计算提供了一种重要的数值方法。
6.提出了联结式排桩隔振的模型。基于系列Fourier变换方法,建立了排桩隔振问题的积分方程和边界元计算模型,对孔隙介质及粘弹性介质中的排桩隔振问题进行了系统的研究,为土木工程中的排桩隔振设计提供了一种重要的计算方法。
7.建立了静态和动态载荷及移动载荷作用下,层状饱和孔隙介质的RTM (Reflection and Transmission Matrix Method)方法,克服了传递矩阵方法的缺点,为层状饱和土的固结分析和波场计算提供了一种重要方法。
8.利用积分方程方法、Biot固结理论和粘弹性理论及积分变换方法,建立了桩基础和粘弹性饱和土相互作用的积分方程方法。论文发表在岩土工程学报及岩石力学与工程学报等上。
9.建立了孔隙介质中,任意形状孔洞对弹性波散射的复变函数方法,为计算孔隙介质中任意形状的孔洞对弹性波的散射问题提供了一种新的半解析方法。
10.利用Cauchy型奇异积分方程和超奇异积分方程方法,系统建立了裂纹、刚性夹杂和弹性波相互作用的问题的各类计算模型。
11.利用弱奇异积分方程方法,Cauchy型奇异积分方程方法及复变函数方法,对断裂力学中的多裂纹问题,刚性夹杂问题,裂纹和孔洞的相互作用问题,裂纹及夹杂物和界面的相互作用问题进行了系统的研究。
获奖情况
1.饱和土与桩基础动力相互作用分析的基本理论和算法。教育部自然科学一等奖,2014。
2.江苏大学优秀青年学术骨干培养对象。
3.江苏省青蓝工程中青年学术带头人。
发明专利
重要学术活动
2002.9-2004.9在挪威Bergen做博士后研究;
2005.8-2006.9在澳大利亚Sydney大学做高级访问学者;
2009.11-2010.1在英国Dundee大学做高级访问学者。
其他
联系方法
Tel:0511- 88790882;15951284152
Email: ljfdoctor@yahoo.com
镇江市学府路301号江苏大学土木工程与力学学院 212013
 
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