杨仲轩 - 浙江大学 - 建筑工程学院

个人简介

杨仲轩，浙江大学建工学院滨海和城市岩土工程研究中心，博士，教授，博士生导师，浙江大学求是特聘教授，国家杰出青年科学基金、优秀青年基金和茅以升土力学及岩土工程青年奖获得者。1998年浙江大学结构工程专业本科毕业，2001年获得浙江大学岩土工程硕士学位，2005年获得香港科技大学岩土工程博士学位。分别于2006～2007年和2008～2009年在香港大学土木系和英国帝国理工学院土木与环境系从事博士后研究工作。主要研究方向为：土的本构特性、宏微观力学和数值模拟、隧道、路基、桩基及近海工程。主持国家自然科学基金项目8项，国家重点研发计划课题负责人。发表SCI收录论文70余篇，在Elsevier出版英文专著一本。成果获得国家科技进步二等奖1项、教育部自然科学一等奖1项及教育部科技进步一等奖1项。2018年获得《Can.Geotech.J.》优秀论文奖(R.M.Quigley Award)。工作研究项目作为项目负责人，主持以下科研项目： 1.国家自然科学基金重点国际合作研究项目，考虑打桩效应海上风电桩基循环演化特性大比尺模型试验与数值模拟，52020105003，2021/01－2025/12 2.国家杰出青年科学基金，岩土力学与基础工程，51825803，2019/01－2023/12 3.国家重点研发计划，暴雨作用下城市重大基础设施渗流突变失效机制及控制技术，2016YFC0800200，2016/07－2020/12 4.国家重点基础研究发展计划（973），2015CB057801，高水压渗流条件下盾构隧道水土荷载作用机理，2015/01－2019/12 5.国家自然科学基金国际合作与交流项目（NSFC-RS）牛顿高级学者基金，打入桩桩土作用机理、承载特性及其在海洋风电中应用，51761130078，2017/3－2020/2 6.国家自然科学基金面上项目，基于各向异性临界状态理论和考虑内结构影响的土体本构模拟，51578499，2016/01－2019/12 7.国家自然科学优秀青年基金项目，岩土与基础工程，51322809，2014/01－2016/12 8.国家自然科学基金面上项目，考虑复杂力学行为下砂土中打入桩性状研究，51178421，2012/01－2015/12 9.国家自然科学基金国际合作与交流项目，砂土中桩土剪切带颗粒破碎细观特性及其承载力时间效应研究，51011130162，2010/04－2012/03 10.国家自然科学基金青年项目，基于宏细观分析的砂土各向异性本构模拟，50808159，2009/01－2011/12 教学工作本科生课程《土力学》研究生课程《工程材料的本构理论》

研究领域

土的基本特性和本构模拟宏微观力学和数值模拟隧道、路基、桩基及近海工程

近期论文

查看导师新发文章（温馨提示：请注意重名现象，建议点开原文通过作者单位确认）

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[71]Pan,K.,Xu,T.T.,Liao,D.,Yang,Z.X.,2020,Failure patterns of sand under asymmetrical cyclic loading conditions:experimental observation and constitutive modeling,Géotechnique,in press. [70]Wu,Q.X.,Yang,Z.X.,2021,A novel undrained servomechanism in discrete element modeling and its application in multidirectional cyclic shearing simulations,Journal of Engineering Mechanics,ASCE,147(3),04020155. [69]Liao,D.,Yang,Z.X.,Xu,T.T.,2021,J2-deformation-type soil model coupled with state-dependent dilatancy and fabric evolution:multiaxial formulation and FEM implementation,Computers and Geotechnics,129,103674. [68]Pan,K.,Zhou,G.Y.,Yang,Z.X.,Cai,Y.Q.,2020,Comparison of cyclic liquefaction behavior of clean and silty sands considering static shear effect,Soil Dynamics and Earthquake Engineering,139,106338. [67]Chen,Q.J.,Wang,J.C.,Huang,W.M.,Yang,Z.X.,Xu,R.Q.,2020,Analytical solution for a jointed shield tunnel lining reinforced by secondary linings,International Journal of Mechanical Sciences,185,105813. [66]Hu,Z.,Yang,Z.X.,Zhang,Y.D.,2020,CFD-DEM modeling of suffusion effect on undrained behavior of internally unstable soils,Computers and Geotechnics,126,103692. [65]Yan,Z.,Sun,X.P.,Yang,Z.X.,Fu,D.F.,2020,Lateral bearing performance of a defective pile-supported wharf with batter piles,Journal of Waterway,Port,Coastal,and Ocean Engineering,ASCE,146(5),04020035. [64]Wu,Q.X.,Xu,T.T.,Yang,Z.X.,2020,Diffuse instability of granular material under various drainage conditions:Discrete element simulation and constitutive modelling,Acta Geotechnica,15,1763–1778. [63]Wang,J.C.,Huang,W.M.,Xu,R.Q.,Yang,Z.X.,Xu,R.Q.,2020,Analytical solution for segmental-tunnel lining incorporating interaction between adjacent rings,Journal of Engineering Mechanics,ASCE,146(7),04020075. [62]Yang,Z.X.,Gao,Y.Y.,Jardine,R.J,Guo,W.B.,Wang,D.,2020,Large deformation finite element simulation of displacement pile installation experiments in sand,Journal of Geotechnical and Geoenvironmental Engineering,ASCE,146(6),04020044. [61]Hu,Z.,Zhang,Y.D.,Yang,Z.X.,2020,Suffusion-induced evolution of mechanical and microstructural properties of gap-graded soils using CFD-DEM,Journal of Geotechnical and Geoenvironmental Engineering,ASCE,2020,146(5):04020024. [60]Wang,J.F.,Zhang,J.T.,Yang,Z.X.,Xu,R.Q.,2020,Control measures for thermal effects during placement of span-scale girder segments on continuous steel box girder bridges,Journal of Zhejiang University-Science A,21(4),255-267. [59]Yang,Z.X.,Liao,D.,Xu.T.T.,2020,A hypoplastic model for granular soils incorporating anisotropic critical state theory,Int.J.Numer.Anal.Meth.Geomech.,44(6),723-748. [58]Chen,Y.N.,Yang,Z.X.,2020,A bounding surface model for anisotropically over-consolidated clay incorporating thermodynamics admissible rotational hardening rule,Int.J.Numer.Anal.Meth.Geomech.,44(5),668–690. [57]Wang,J.C.,Huang,W.M.,Xu,R.Q.,Yang,Z.X.,Xu,R.Q.,2020,Analytical approach for circular-jointed shield tunnel lining based on the state space method,Int.J.Numer.Anal.Meth.Geomech.,44(5),575–595. [56]Pan,K.,Yang,Z.X.,2020,Evaluation of the liquefaction potential of sand under random loading conditions:equivalent approach versus energy-based method,Journal of Earthquake Engineering,24(1),59-83. [55]Pan,K.,Cai,Y.Q.,Yang,Z.X.,Pan,X.,2019,Liquefaction of sand under monotonic and cyclic shear conditions:Impact of drained preloading history,Soil Dynamics and Earthquake Engineering,126(2019):105775. [54]Wang,J.F.,Zhang,J.T.,Xu,R.Q.,Yang,Z.X.,2019,Evaluation of thermal effects on cable forces of a long-span prestressed concrete cable-stayed bridge,Journal of Performance of Constructed Facilities,33(6):04019072. [53]Kodicherla,S.P.K.,Gong,G.B.,Yang,Z.X.,Krabbenhoft,K.,Fan,L.,Moy,C.K.S.,Wilkinson,S.,2019,The influence of particle elongations on direct shear behaviour of granular materials using DEM,Granular Matter,21(4):86. [52]Wang,J.F.,Zhang,J.T.,Xu,R.Q.,Yang,Z.X.,2019,A numerically stable dynamic coefficient method and its application in free vibration of partial-interaction continuous composite beams,Journal of Sound and Vibration,457,314-332. [51]Hu,Z.,Zhang,Y.D.,Yang,Z.X.,2019,Suffusion-induced deformation and microstructural change of granular soils:a coupled CFD-DEM study,Acta Geotechnica,14(3),795–814. [50]Wu,Q.X.,Yang,Z.X.,Li,X.,2019,Numerical simulations of granular materials under rotational shear:micromechanical observation and energy consideration,Meccanica,54(4-5),723-740. [49]Yang,Z.X.,Wen,Y.X.,Pan,K.,2019,Previbration signature on dynamic properties of dry sand,Journal of Testing and Evaluation,ASTM,47(3),2167-2192. [48]Yan,Z.,Zhang,H.Q.,Sun,X.P.,Yang,Z.X.,2019,Wave-induced pore pressure response of a silty clay seabed around vertical caisson breakwater,Journal of Testing and Evaluation,ASTM,47(3),2061-2079. [47]Hu,Z.,Yang,Z.X.,Wilkinson,S.P.,2019,Reply to the discussion by Ganesh on“Analysis of passive earth pressure modiﬁcation due to seepageﬂow effects”,Canadian Geotechnical Journal,56(2),305-306. [46]Su,D.,Yang,Z.X.,2019,Drained analyses of cylindrical cavity expansion in sand incorporating a bounding-surface model with state-dependent dilatancy,Applied Mathematical Modelling,68,1-20. [45]Yang,Z.X.,Xu,T.T.,Li,X.S.,2019,J2-deformation type model coupled with state dependent dilatancy,Computers and Geotechnics,105,129-141. [44]Jiang,M.D.,Yang,Z.X.,Barreto,D.,Xie,Y.H.,2018,The influence of particle-size distribution on critical state behavior of spherical and non-spherical particle assemblies,Granular Matter,20(4):80. [43]Pan,K.,Yang,Z.X.,Xu,T.T.,2018,Impact of static preshearing on undrained anisotropy and shear characteristics of sand,International Journal of Geomechanics,18(12),04018162. [42]Yang,Z.X.,Chen,D.H.,2018,Advance characterization and modeling of geomaterials and geosystems,International Journal of Geomechanics,ASCE,18(6),02018001. [41]Yang,Z.X.,Xu,T.T.,Chen,Y.N.,2018,Unified modeling of the influence of consolidation conditions on the monotonic soil response considering fabric evolution,Journal of Engineering Mechanics,ASCE,144(8),04018073. [40]Yan,Z.,Wang,Y.Z.,Yang,Z.X.,Xiao,Z.,Pan,K.,2018,A strength degradation model of saturated soft clay and its application in a case study of caisson breakwater,Journal of Zhejiang University-Science A,19(8),650-662. [39]Yang,Z.X.,Pan,K.,2018,Energy-based approach to quantify cyclic resistance and pore pressure generation in anisotropically consolidated sand,Journal of Materials in Civil Engineering,ASCE,30(9):04018203. [38]Pan,K.,Yang,Z.X.,2018,Effects of initial static shear on cyclic resistance and pore pressure generation of saturated sand,Acta Geotechnica,13(2),473-487. [37]Hu,Z.,Yang,Z.X.,Wilkinson,S.P.,2018,Analysis of passive earth pressure modification due to seepage flow effects,Canadian Geotechnical Journal,55(5),666-679. [36]Wang,Y.K.,Gao,Y.F.,Guo,L.,Yang,Z.X.,2018,Influence of intermediate principal stress and principal stress direction on drained behavior of natural soft clay,International Journal of Geomechanics,ASCE,18(1),04017128. [35]Guo,L.,Cai,Y.Q.,Jardine,R.J.,Yang,Z.X.,Wang,J.,2018,Undrained behaviour of intact soft clay under cyclic paths that match vehicle loading conditions,Canadian Geotechnical Journal,55(1):90-106. [34]Pan,K.,Yang,Z.X.,2018,Undrained behavior of sand under cyclic paths that match storm-wave loading conditions,Marine Georesources&Geotechnology,36(1),72-82. [33]Hu,Z.,Yang,Z.X.,Wilkinson,S.P.,2017,Active earth pressure acting on retaining wall considering anisotropic seepage effect,Journal of Mountain Science,14(6),1202-1211. [32]Xiong,H.,Cai,Y.Q.,Yang,Z.X.,Chai,J.C.,2017,Effect of drained static shear on cyclic deformation behavior of K0-consolidated sand,Soils and Foundations,57(5),720-732 [31]Yang,Z.X.,Pan,K.,2017,Flow deformation and cyclic resistance of saturated loose sand considering initial static shear effect,Soil Dynamics and Earthquake Engineering,92,68-78. [30]Yang,Z.X.,Guo,W.B.,Jardine,R.J.,Chow,F.,2017,Design method reliability assessment from an extended database of axial load tests on piles driven in sand,Canadian Geotechnical Journal,54(1),59-74. [29]Chen,Y.N.,Yang,Z.X.,2017,A family of improved yield surfaces and their application in modeling of isotropically over-consolidated clays,Computers and Geotechnics,90,133-143. [28]Xie,Y.H.,Yang,Z.X.,Barreto,D.,Jiang,M.D.,2017,The influence of particle geometry and the intermediate stress ratio on the shear behavior of granular materials,Granular Matter,19(2):35. [27]Cai,Y.Q.,Guo,L.,Jardine,R.J.,Yang,Z.X.,Wang,J.,2017,Stress–strain response of soft clay to traffic loading,Géotechnique,67(5),446-451. [26]Yang,Z.X.,Wu,Y.,2017,Critical state for anisotropic granular materials:A discrete element perspective,International Journal of Geomechanics,ASCE,17(2),04016054. [25]Xiong,H.,Guo,L,Cai,Y.Q.,Yang,Z.X.,2016,Experimental study of drained anisotropy of granular soils involving rotation of principal stress direction,European Journal of Environmental and Civil Engineering,20(4),431-454. [24]Dong,Q.,Xu,C.J.,Cai,Y.Q.,Juang,H.,Wang,J.,Yang,Z.X.,Gu,C.,2016,Drained instability in loose granular material,International Journal of Geomechanics,16(2),04015043. [23]Yang,Z.X.,Zhao,C.F.,Xu,C.J.,Wilkinson,S.P.,Cai,Y.Q.,Pan,K.,2016,Modelling the engineering behaviour of fibrous peat formed due to rapid anthropogenic terrestrialization in Hangzhou,China,Engineering Geology,215,25-35. [22]Yang,Z.X.,Jardine,R.J,Zhu,B.T.,Rimoy,S.,2015,Closure to stresses developed around displacement piles penetration in sand,Journal of Geotechnical and Geoenvironmental Engineering,ASCE,141,07014038. [21]Rimoy,S.,Silva,M.,Jardine,R.J.,Yang,Z.X.,Zhu,B.T.,Tsuha,C.H.C.,2015,Field and model investigations into the influence of age on axial capacity of displacement piles in silica sands,Géotechnique 65(7),576-589. [20]Yang,Z.X.,Guo,W.B.,Zha,F.S.,Jardine,R.J.,Xu,C.J.,Cai,Y.Q.,2015,Field behaviour of driven Pre-stressed High-strength Concrete piles in sandy soils,Journal of Geotechnical and Geoenvironmental Engineering,ASCE,141,04015020. [19]Yang,Z.X.,Jardine,R.J.,Guo,W.B.,Chow,F.C.,2015,A new and openly accessible database of tests on piles driven in sands,Géotechnique Letters,5(1),12-20. [18]Zhang,C.,Yang,Z.X.,Nguyen,G.D.,Jardine,R.J.,Einav,I.,2014,Theoretical breakage mechanics and experimental assessment of stresses surrounding piles penetrating into dense silica sand,Géotechnique Letters,4,11-16. [17]Yang,Z.X.,Jardine,R.J,Zhu,B.T.,Rimoy,S.,2014,Stresses developed round displacement piles penetrating in sand,Journal of Geotechnical and Geoenvironmental Engineering,ASCE,140,04013027. [16]Wang,L.Z.,Jiang,H.Y.,Yang,Z.X.,Xu,Y.,Zhu,X.B.,2013,Development of discontinuous deformation analysis with displacement-dependent interface shear strength,Computers and Geotechnics 47,91-101. [15]Jardine,R.J.,Zhu,B.T.,Foray,P.Y.,Yang,Z.X.,2013,Interpretation of stress measurements made around closed-ended displacement piles in sand,Géotechnique,63(8),613-627. [14]Jardine,R.J.,Zhu,B.T.,Foray,P.Y.,Yang,Z.X.,2013,Measurement of stresses around closed-ended displacement piles in sand,Géotechnique,63(1),1-17. [13]Zhu,Y.X.,Chen,W.Q.,Yang,Z.X.,2013,Prediction of viscoelastic behavior in asphalt concrete using the fast multipole boundary element method,Journal of Materials in Civil Engineering,ASCE,25(3),328-336. [12]Yang,Z.X.,Yang,J.,Wang,L.Z.,2013,Micro-scale modeling of anisotropy effects on undrained behavior of granular soils,Granular Matter,15,557-572. [11]Gu,C.,Wang,J.,Cai,Y.Q.,Yang,Z.X.,Gao,Y.F.,2012,Undrained cyclic triaxial behavior of saturated clays under variable confining pressure,Soil Dynamics and Earthquake Engineering,40,118-128. [10]Tsuha,C.H.C.,Foray,P.Y.,Jardine,R.J.,Yang,Z.X.,Silva,M.,Rimoy,S.,2012,Behaviour of displacement piles in sand under cyclic axial loading,Soils and foundations,52(3),393-410. [9]Yang,Z.X.,Yang,J.,Wang,L.Z.,2012,On the influence of inter-particle friction and dilatancy in granular materials:a numerical analysis,Granular Matter,14,433-447. [8]Zhu,X.Y.,Yang,Z.X.,Guo,X.,Chen,W.Q.,2011,Modulus prediction of asphalt concrete with imperfect bonding between aggregate–asphalt mastic,Composites Part B:Engineering,42(6),1404-1411. [7]Zhang,L.,Gong,X.N.,Yang,Z.X.,Yu,J.L.,2011,Elastoplastic solutions for single piles under combined vertical and lateral loads,Journal of Central South University of Technology,18(1),216-222. [6]Zhu,X.Y.,Huang,Z.Y.,Yang,Z.X.,Chen,W.Q.,2010,Micromechanics-based analysis for predicting asphalt concrete modulus,Journal of Zhejiang University-Science A,11(6),415-424. [5]Yang,Z.X.,Jardine,R.J.,Zhu,B.T.,Foray,P.,Tsuha,C.H.C.,2010,Sand grain crushing and interface shearing during displacement pile installation in sand,Géotechnique,60(6),469-482. [4]Huang,Z.Y.,Yang,Z.X.,Wang,Z.Y.,2008,Discrete element modeling of sand behavior in a biaxial shear test,Journal of Zhejiang University-Science A,9(9),1176-1183. [3]Yang,Z.X.,Li,X.S.Yang,J.2008,Interpretation of torsional shear results for nonlinear stress–strain relationship,Int.J.Numer.Anal.Meth.Geomech.,32(10),1247-1266. [2]Yang,Z.X.,Li,X.S.Yang,J.2008,Quantifying and modelling fabric anisotropy of granular soils,Géotechnique 58(4),237–248. [1]Yang,Z.X.,Li,X.S.Yang,J.2007,Undrained anisotropy and rotational shear in granular soil,Géotechnique 57(4),371-384.

学术兼职

担任ASCE期刊《J. Geotech. Geoenviron. Eng.》和《J. Perform. Constr. Facil.》副主编，《Can. Geotech. J.》，《Acta Geotech.》和《岩土工程学报》编委，并在国内外多个专业学会担任委员等职务，包括国际土力学与岩土工程学会岩土力学技术委员会TC105委员、深基础工程技术委员会TC212和海洋岩土工程技术委员会TC209通讯委员。