上海大学土木工程系研究生导师简介-孙德安
上海大学 免费考研网/2013-04-21
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孙德安教授
名古屋工业大学岩土工程专业博士
博士生导师，招收岩土工程专业博士生
主要研究方向
1.非饱和土力学
2.土的基本力学性质及其本构理论
3.岩土工程中的数值方法及其工程应用
4.地基处理及加固
联系方式：021-56334259(O)
E-mail：sundean06@163.com
学习、工作经历
1983年7月毕业于西南交通大学土木工程系,1986年7月获得河海大学岩土工程专业硕士学位，并留在河海大学土力学教研室任教,1988年任讲师。1989年10月因获日本政府奖学金资助，去日本名古屋工业大学土力学研究室留学,1994年3月获名古屋工业大学岩土工程专业博士学位。在名古屋工业大学岩土工程研究室从事岩土工程研究和教学工作至2005年初。任文部教官助手，讲师，研究员。2005年2月至12月在澳大利亚Newcastle大学从事非饱和土力学研究工作。2005年12月回国任上海大学土木系教授，为本科生主讲《土力学》、《基础工程》和《地基处理》，为研究生主讲《高等土力学》、《非饱和土力学及土动力学》、《结构数值分析》和《土木工程材料的本构理论》等课程。2007年7-9月澳大利亚Newcastle大学访问研究员，2010年10月至2011年3月东京农工大学访问教授(VisitingProfessor)，2012年7-9月广岛大学访问教授。
学术成果和学术兼职
以非饱和土力学方面的内容为主，已在国际学术杂志（均为SCI源刊）发表论文40余篇，并在著名国际出版社(Taylor&Francis)与博士论文的指导教授松冈元(HajimeMatsuoka)合作于2006年3月出版了专著一本。据WebofScience,2012年10月H指标(H-index)为12。现兼任国际学术杂志《ComputersandGeotechnics》（SCI源刊）、中国岩石力学与工程学会主办《JournalofRockMechanicsandGeotechnicalEngineering》以及《岩土工程学报》编委、中国土木工程学会土力学与岩土工程分会土的本构关系与强度理论专业委员会副主任委员、中国力学学会岩土力学专业委员会委员和中国岩石力学与工程学会高放废物处置专业委员会委员以及多种国际学术杂志(如Geotechnique,CanadianGeotechnicalJournal,InternationalJournalforNumericalandAnalyticalMethodsinGeomechanics,ComputersandGeotechnics,InternationalJournalofRockMechanicsandMiningScience,GranularMatter,ActaGeotechnica,WaterResourceResearch,中国科学等)审稿人。
主要学术奖励
2004年5月获2003年(平成15年)度日本土木学会技术开发奖,题目:広範な地盤材料を対象とする簡便な原位置一面せん断試験法の開発と実用化（广泛岩土材料为对象的现场简便直剪试验方法研发与应用），第３完成人。
2009年11月获2009年上海市自然科学三等奖，题目：非饱和土力学的分形理论，第２完成人。
出版著作
HajimeMatsuokaandDe’anSun,TheSMPConcept-based3DConstitutiveModelsforGeomaterials,Taylor&Francis,2006年3月出版
科研项目情况
2013年1月至2016年12月国家自然科学基金委面上项目，项目名称：干湿循环作用下非饱和膨胀土持水和力学特性与其耦合本构模型，项目批准号：11272194.
2010年1月至2012年12月国家自然科学基金委面上项目，项目名称：高膨胀性非饱和土的水力和力学特性耦合及其弹塑性模型，项目批准号：10972130.
2006年1月至2008年12月国家自然科学基金委面上项目，项目名称：非饱和土的水分与力学特性和其耦合弹塑性模拟，项目批准号：10572081.
2010年1月至2012年12月教育部博士点基金项目，项目名称：非饱和膨胀土的水力和力学特性及其耦合模型，项目批准号：20093108110017.
2012年1月至2014年12月上海市教委科研创新项目（重点），项目名称：长期和循环荷载下膨润土及其与砂混合物的力学特性和本构模型，项目批准号：12ZZ093.
2007年1月至12月国家自然科学基金委国际交流项目，项目名称:非饱和土的水分与力学特性的实验研究与弹塑性模拟，项目批准号：10710036
2006年10月至2008年9月上海市浦江人才计划项目，项目名称：高放废物地质处置用的缓冲材料与回填材料的变形预测,项目编号：06PJ14043.
2009年1月至2010年12月教育部回国人员科研启动基金项目，项目名称:不排水条件下非饱和土的水力—力学特性及弹塑性模拟.
2007年1月至2008年12月上海市教委科研项目，项目名称：湿陷性非饱和土的弹塑性本构模型,项目编号：06AZ106.
横向项目，项目名称:上海软土的力学特性参数研究,2010
横向项目，项目名称:苏州地区软土的力学特性研究,2007-2010
横向项目，项目名称:江苏长江以北地区软土的力学特性研究,2010
1997年4月至1999年3月日本国家自然科学基金项目，项目名称:吸引法によるサクション制御の3主応力試験機の開発と不飽和土への適用(用吸引法控制吸力的三向应力试验仪研制及其在非饱和土中的应用)，项目批准号：09750575.
主要学术论文
国际期刊论文(InternationalJournalpapers,allfollowingpapersarepublishedinSCI-indexedJournals)
MatsuokaHandSunDA(1995):ExtensionofSpatiallyMobilizedPlane(SMP)tofrictionalandcohesivematerialsanditsapplicationtocementedsands,SoilsandFoundations,35(4):63-72.
MatsuokaH,YaoYPandSunDA(1999):TheCam-claymodelrevisedbytheSMPcriterion,SoilsandFoundations,39(1):81-95.
SunDAandMatsuokaH(1999):Anelasto-plasticmodelforfrictionalandcohesivematerialsanditsapplicationtocementedsands,MechanicsofCohesive-frictionalMaterials,4(5):525-543.
SunDA,MatsuokaH,YaoYPandIchiharaW(2000):Anelasto-plasticmodelforunsaturatedsoilinthree-dimensionalstresses,SoilsandFoundations,40(3):17-28.
YaoYPandSunDA(2000):ApplicationofLade’scriteriontoCam-claymodel,JournalofEngineeringMechanics,ASCE,126(1):112-119.
MatsuokaH.,LiuSH,SunDAandNishikataU(2001):Developmentofanewin-situdirectsheartest,GeotechnicalTestingJournal,ASTM,24(1):92-102.
XuYFandSunDA(2001):Determinationofexpansivesoilstrengthusingafractalmodel,Fractals,9(1):51-60.
YaoYPandSunDA(2001):ReplytoS.K.Jain'scommentson“ApplicationofLade’scriteriontoCam-claymodel”,JournalofEngineeringMechanics,ASCE,126(1):112-119.
XuYFandSunDA(2002):Afractalmodelforsoilporesanditsapplicationtodeterminationofwaterpermeability,PhysicaA,316:56-64.
MatsuokaH,SunDA,KoganeA,FukuzawaNandIchiharaW(2002):Stress-strainbehaviourofunsaturatedsoilintruetriaxialtests,CanadianGeotechnicalJournal,39(3):608-619.
LiuSHandSunDA(2002):SimulatingthecollapseofunsaturatedsoilbyDEM,InternationalJournalforNumericalandAnalyticalMethodsinGeomechanics,26(6):633-646.
Matsuoka,H.,LiuS.H.,SunD.A.,NishikataU.,2002,ReplytoT.Mirata'scommentson"DevelopmentofANewIn-situDirectShearTest”,GeotechnicalTestingJournal,25(3):344-344.
XuYF,SunDA,SunJ,FuDMandDongP(2003):SoildisturbanceofShanghaisiltyclayduringEPBtunneling,TunnelingandUndergroundSpaceTechnology,18(5):537-545.
SunDA,MatsuokaH,CuiHBandXuYF(2003):Three-dimensionalelasto-plasticmodelforunsaturatedcompactedsoilswithdifferentinitialdensities,InternationalJournalforNumericalandAnalyticalMethodsinGeomechanics,27(12):1079-1098.
LiuSH,SunDAandWangYS(2003):Numericalstudyofsoilcollapsebehaviourbydiscreteelementmodelling,ComputerandGeotechnics,30(3):399-408.
XuYF,MatsuokaHandSunDA(2003):Swellingcharacteristicsoffractal-texturedbentoniteanditsmixtures,AppliedClayscience,22(4):197-209.
SunDA,MatsuokaH,XuYF(2004):Collapsebehaviorofcompactedclaysbysuction-controlledtriaxialtests,GeotechnicalTestingJournalASTM,27(4):362-370.
YaoYP,SunDAandLuoT(2004):Acriticalstatemodelforsandsdependentonstressanddensity,InternationalJournalforNumericalandAnalyticalMethodsinGeomechanics,28(4):323-337.
SunDA,MatsuokaH,MuramatuDetal.(2004):Deformationandstrengthcharacteristicsofweatheredsoftrockusingtriaxialtests,InternationalJournalofRockMechanicsandMiningScience,41(3):369-369.
XuYF,SunDAandYaoYP(2004):SurfacefractaldimensionalofBentoniteanditsapplicationtodeterminationofswellingproperties,Chaos,SolitonsandFractals,19(2):347-356.
SunDA,MatsuokaH,YaoYPandIshiiH(2004):AnanisotropichardeningelastoplasticmodelforclaysandsandsanditsapplicationtoFEanalysis,ComputersandGeotechnics,31(1):37-46.
XuYFandSunDA(2005):Correlationofsurfacefractaldimensionwithfrictionalangleatcriticalstateofsands,Géotechnique,55(9):691-695.
LiuSH,SunDAandMatsuokaH(2005):Ontheinterfacefrictionindirectsheartest,ComputersandGeotechnics,32(5):317-325.
SunDA,FengTG,andMatsuokaH(2006):Stress-strainbehaviourofweatheredweakrockinmiddle-sizedtriaxialtests,CanadianGeotechnicalJournal,43(10):1096-1104.
SunDA,YaoYP,andMatsuokaH(2006):ModificationofcriticalstatemodelsbyMohr–Coulombcriterion,MechanicsResearchCommunications,33(2):217-232.
ShengDC,SunDAandMatsuokaH(2006):Cantileversheet-pilewallmodeledbyfrictionalcontact,SoilsandFoundations,46(1):28-38.
SunDA,ShengDC,CuiHBandSloanSW(2007):Adensity-dependentelastoplastichydro-mechanicalmodelforunsaturatedcompactedsoils,InternationalJournalforNumericalandAnalyticalMethodsinGeomechanics,31(11):1257-1279.
HuangWX,RenQWandSunDA(2007):Astudyofmechanicalbehaviourofrock-fillmaterialswithreferencetoparticlecrushing,ScienceinChina,SeriesE,50(S):125-135.
SunDA,ShengDCandXuYF(2007):Collapsebehaviourofunsaturatedcompactedsoilwithdifferentinitialdensities,CanadianGeotechnicalJournal,44(6):673-686.
SunDA,CuiHB,MatsuokaHandShengDC(2007):Athree-dimensionalelastoplasticmodelforunsaturatedcompactedsoilswithhydraulichysteresis，SoilsandFoundations,47(2):253-264.
HuangWX,SunDAandSloanSW(2007):Analysisofthefailuremodeandsofteningbehaviourofsandsintruetriaxialtests,InternationalJournalofSolidsandStructures,44(5):1423-1437.
SunDA,ShengDCandSloanSW(2007):Elastoplasticmodelingofhydraulicandstress-strainbehaviorofunsaturatedsoils,MechanicsofMaterials,39(3):212-221.
XuYF,HuangJ,DuYJandSunDA(2008):Earthreinforcementusingsoilbags,GeotextilesandGeomembranes,26(3):279-289
SunDA,ShengDC,XiangLandScottSW(2008):Elastoplasticpredictionofhydro-mechanicalbehaviourofunsaturatedsoilsunderundrainedconditions,ComputersandGeotechnics,Vol.36,No.6,pp.845-853.
QinAF,ChenGJ,TanYWandSunDA(2008):Analyticalsolutiontoonedimensionalconsolidationinunsaturatedsoils,AppliedMathematicsandMechanics,29(10):1329-1340.
SunDA,HuangWXandYaoYP(2008):Anexperimentalstudyoffailureandsofteninginsandunderthree-dimensionalstresscondition,GranularMatter,10(3):187-195.
YaoYP,SunDAandMatsuokaH(2008):Aunifiedconstitutivemodelforbothclayandsandwithhardeningparameterindependentonstresspath,ComputersandGeotechnics,35(2):210-222.
SunDA,CuiHBandSunWJ(2009):Swellingofcompactedsand-bentonitemixtures,AppliedClayScience,43(3):485-492.
Qin,AF,SunDA,YangLPandWengYF(2010):Asemi-analyticalsolutiontoconsolidationofunsaturatedsoilswiththefreedrainagewell,ComputersandGeotechnics,37(7):867-875.
QinAF,SunDAandTanYW(2010):Semi-analyticalsolutiontoonedimensionalconsolidationinunsaturatedsoils,AppliedMathematicsandMechanics,31(2):215-226.
QinAF,SunDAandTanYW(2010):Analyticalsolutiontoone-dimensionalconsolidationinunsaturatedsoilsunderloadingchangedexponentiallywithtime,ComputersandGeotechnics,37(1):233-238.
SunDA,SunWJandXiangL(2010):Effectofdegreeofsaturationonmechanicalbehaviourofunsaturatedsoilsanditselastoplasticsimulation.ComputersandGeotechnics,37(5):678-688
SunWJ,SunDA(2012):Coupledmodellingofhydro-mechanicalbehaviourofunsaturatedcompactedexpansivesoils,InternationalJournalforNumericalandAnalyticalMethodsinGeomechanics,36(8):1002-1022.
学会期刊或EI源刊论文
松岡元，孫徳安(1993)：粘着成分を有する摩擦性材料の変形?強度特性の統一的解釈，土木学会論文集，No.463/Ⅲ-22:163-172.
松岡元，孫徳安，誉田孝宏(1993)：セメント混合砂の3主応力制御試験結果とその統一的解釈，土木学会論文集,No.475/Ⅲ-24:119-128.
松岡元，孫徳安(1994):粒状材料と金属材料を両端に含む統一的な弾塑性構成式とその適用，土木学会論文集,No.505/Ⅲ-29:201-210.
孫徳安，松岡元，姚仰平，石井啓稔，一村政弘(1999)：初期異方性を考慮した粘土と砂の統一的な弾塑性構成式，土木学会論文集,No.631/Ⅲ-48:437-448.
孫徳安，松岡元，姚仰平，一村政弘(2001):拡張SMP規準による変換応力と種々の地盤材料の弾塑性モデルへの適用，土木学会論文集,No.680/Ⅲ-55:211-224.
崔红斌，孫徳安，松岡元，徐永福(2004):ベントナイトと砂との混合材の一次元的な浸水変形特性，土木学会論文集,No.764/Ⅲ-76:275-285.
崔紅斌,孫徳安,松岡元(2006):等方および異方応力状態でのベントナイトと砂との混合材の浸水変形特性,土木学会論文集Ｃ,62(3):657-666.
SunDA,ShengDC,CuiHB,LiJ(2006):Effectofdensityonthesoil-water-retentionbehaviourofcompactedsoil,GeotechnicalSpecialPublication,147:1338-1347.
SunDA,ShengDC(2006):Collapsebehaviorofunsaturatedcompactedsoils,GeotechnicalSpecialPublication,148:102-110
ChenB,SunDA,ZhouK(2010):ComparisoninmechanicalbehaviorbetweenundisturbedandreconstitutedShanghaisoftclay,GeotechnicalSpecialPublication,200:50-55.
ZhenWZ,SunDA,ChenYY(2010):Analyticalsolutionandnumericalsimulationofshearbandsalongdifferentstresspathsinthree-dimensionalstressstates,GeotechnicalSpecialPublication,200:192-197.
SunWJ,SunDA,LiJ(2010):Elastoplasticmodellingofhydraulicandmechanicalbehaviourofunsaturatedexpansivesoils,GeotechnicalSpecialPublication,202:119-127.
Sun,DA,XiangL(2007):Anelastoplastichydro-mechanicalmodelforunsaturatedsoils,LectureNotesinComputerScience,4489:1138-1145.
Sun,DA,HuangWX,Sheng,DC,YamamotoH(2007):Anelastoplasticmodelforgranularmaterialsexhibitingparticlecrushing,KeyEngineeringMaterials,340-341:1273-1278.
孙德安,姜朴,戸盛松(1989)：固有各向异性对动剪切模量的影响，岩土工程学报,11(2):75-81.
孙德安,姚仰平,殷宗泽(1999):基于SMP准则的双屈服面弹塑性模型的三维化，岩土工程学报,21(5):110-113.
孙德安，孙文静，孟德林（2010）：膨胀性非饱和土水力和力学性质的弹塑性模拟,岩土工程学报,32(10):1505-1512.
甄文战，孙德安,段博（2010）：超固结土本构模型局部化分叉三维解析及模拟，岩土工程学报,32(12):1910-1915.
孙德安，陈立文(2011):不同应力路径下超固结黏土分叉分析，岩土工程学报,33(9):1313-1319.
孙德安,姚仰平,殷宗泽(2000):初始应力各向异性土的弹塑性模型,岩土力学,21(3):222-226.
孙德安，甄文战，黄文雄（2009）：三维弹塑性模型在路堤软基固结分析中应用，岩土力学，30(3):669-774.
孙德安（2009）：非饱和土的水力和力学特性及其弹塑性描述，岩土力学，30(11):3217-3232.
孙文静，孙德安，孟德林（2009）：饱和膨润土及其与砂混合物的压缩变形特性，岩土力学，30(11):3249-3255.
孙德安，陈波，周科(2010):重塑上海软土的压缩和剪切变形特性试验研究,岩土力学,31(5):1389-1394.
孙德安，陈波(2010):重塑超固结上海软土力学特性及弹塑性模拟,岩土力学,31(6):1739-1743.
孙德安，甄文战(2010):不同应力路径下剪切带的数值模拟,岩土力学,31(7):2253-2258.
甄文战，孙德安，段博(2011):不同应力路径下超固结黏土试样变形局部化分析,岩土力学,32(1):293-298.
孙德安，孟德林，孙文静，刘月妙(2011):两种膨润土的土水特征曲线，岩土力学,32(4):1293-1298.
甄文战，孙德安(2011):三维应力状态下砂的临界状态本构模型分叉分析,岩土力学,32(9):2663-2668.
陈立文，孙德安(2011):不同应力路径下水土耦合超固结黏土分叉分析,岩土力学,32(10):2922-2928.
孟德林，孙德安，刘月妙(2012):高庙子膨润土与砂混合物的土-水特征曲线,岩土力学,33(2):509-514.
孙德安，姚仰平(2002):粒状材料的实用弹塑性模型,岩石力学与工程学报,21(8):1147-1152.
孙德安，陈立文，甄文战(2010):平面应变条件下水土耦合超固结黏土分叉分析，浙江大学学报(工学版),44(10):1938-1944.
甄文战，孙德安(2011):砂的临界状态本构模型局部化分叉分析，水利学报,42(5):588-594.
孙德安，吴波(2012):非饱和粉砂的动弹性模量和阻尼比研究，水利学报,43(9):1108-1113.
国际会议论文
JiangPandSunDA(1988):Shearmodulusofcollapsibleloess,Proc.ofInt.ConferenceonEngineeringProblemofRegionalSoils,Beijing,251-254.
MatsuokaHandSunDA(1991):Aconstitutivelawforgranularmaterialstometals,Proc.of3rdInternationalConferenceonConstitutiveLawsforEngineeringMaterials:TheoryandApplications,Arizona,67-70.
MatsuokaHandSunDA(1991):Aconstitutivelawcoveringgranularmaterialstometals,Proc.9thAsianRegionalConferenceonSoilMechanicsandfoundationEngineering,Bangkok,1:55-58.
MatsuokaHandSunDA(1992):Generalizationofaconstitutivelawfromfrictionalmaterialstocohesivematerials,AdvancesinMicromechanicsofGranularMaterials,ElsevierSciencePublishersB.V.,231-240.
SunDAandMatsuokaH(1994):Anelasto-plasticmodelforfrictionalandcohesivematerials,Proc.ofPre-FailureDeformationofGeomaterials,Sapporo,1:433-438.
MatsuokaH,SunDAandKondaT(1994):Aconstitutivelawcoveringgranularmaterialstometals,Proc.13thInt.Conf.onSoilMech.andFound.Eng.,NewDelhi,1:403-406.
MatsuokaHandSunDA(1994):Sheardeformationcharacteristicsofcementedsandsin3-Dstress,Proc.ofPre-FailureDeformationofGeomaterials,Sapporo,1:427-432.
MatsuokaH,SunDAandKatoS(1995):Aunifiedmodelforfrictionalandcohesivematerials,Proc.10thAsianRegionalConferenceonSoilMechanicsandfoundationEngineering,Beijing,1:41-44.
SunDA.andMatsuokaH(1996):Asimpleconstitutivemodelforcementedsoilsin3-Dstresses,Proc.2ndInt.Conf.onSoftSoilEngineering,Nanjing,225-230.
SunDA,MatsuokaHandYamadaT(1997):Progressivefailuresimplesheartests,Proc.Int.SymposiumonDeformationandProgressiveFailureinGeomechanics,Nagoya,81-87.
SunDAandMatsuokaH(1997):Anelasto-plasticmodelforc-φmaterialsundercomplexloading,Proc.9thInt.Conf.onComputerMethodsandAdvancesinGeomechanics,Wuhan,2:887-892.
MatsuokaHandSunDA(1997):Aunifiedconstitutivemodelforfrictionalandcohesivematerialsbasedonthe“ExtendedSMP”,Proc.Int.SymposiumonDeformationandProgressiveFailureinGeomechanics,Nagoya,323-328.
SunDAandMatsuokaH(1998):Estimateofinitialmodulusofhyperbolicstress-strainrelationfromresultsofconsolidationtests,Proc.13thSoutheastAsianGeotechnicalConference,Taipei,171-176.
MatsuokaH,SunDAandYaoYP(1998):3-Dfailureandyieldcriteriaforgeomaterialsbasedon“SpatiallyMobilizedPlane(SMP),ProcInt.Symposium.onStrengthTheory:Application,Development&Prospectsfor21stCentury,Xi’an,259-266.
SunDA,MatsuokaHandTakiwakiY(1998):Athree-dimensionalelasto-plasticmodelforunsaturatedsoilbasedon“ExtendedSMP”,Proc.2ndInt.Conf.onUnsaturatedSoils,Beijing,1:521-526.
MatsuokaH,SunDAetal.(1998):Deformationandstrengthofunsaturatedsoilbytruetriaxialtests,Proc.2ndInt.Conf.onUnsaturatedSoils,Beijing,1:410-415.
MatsuokaH.,SunD.A.andYaoY.P.(1999):ConstitutivemodelsbySMPcriterion-basedstresstensor,Proc.11thAsianRegionalConferenceonSoilMechanicsandFoundationEngineering,Seoul,Vol.1,31-34.
SunDA,MatsuokaHandYaoYP(1999):TheCam-claymodelsrevisedtheMohr-Coulombcriterion,Proc.8thAustralia-NewZealandConferenceonGeomechanics,Hobart,2:989-996.
SunDA,MatsuokaH,YaoY.PandIchiharaW(2000):Three-dimensionalelastoplasticmodelforunsaturatedsoils,Proc.AsianConferenceonunsaturatedsoils,Singapore,153-158.
SunDA,MatsuokaH,YaoYPandIshiiH(2000):Ananisotropichardeningelastoplasticmodelforclayandsandanditsapplicationtonumericalanalysis,Proc.10thInt.Conf.onComputerMethodsandAdvancesinGeomechanics,Arizona,407-412.
XuYFandSunDA(2002):AnalyticalPredictionforGroundSurfaceSettlementDuetoShieldTunnellinginShanghaiSoftClay,Proc.3rdInt.Conf.onSoftSoilEng.,HongKong,275-278.
SunDA,XuYFandMatsuokaH(2002):Collapseofcompactedclaysusingtriaxialtests,Proc.3rdInt.Conf.onUnsaturatedSoils,2:631-634.
XuYF,SunDAandWangJH(2002):Fractalmodelforwaterflowthroughunsaturatedsoils,Proc.3rdInt.Conf.onUnsaturatedSoils,1:21-26.
XuY.F,SunDAandMatsuokaH(2002):Predictionofswellingdeformationusingsurfacefractaldimension.Proc.6thIntSymponEnvironGeotechandGlobalSustainableDevelopment,Korea,Seoul,427-432.
SunDAandCuiHB(2003):Collapseofcompactedunsaturatedclayanditselastoplasticmodelling,Proc.12thAsianRegionalConf.onSoilMechanicsandFoundationEngineering,Singapore,1:941-944.
SunDA,MatsuokaH,XuYFandYaoYP(2003):EffectsofvoidratioandstressconditiononcollapseofcompactedclayProc.2ndAsianConferenceonunsaturatedsoils,Kobe,161-164.
SunDA,MatsuokaH,etal.(2003):Frictionalbehaviourbetweenclayandsteelbydirectsheartypeapparatus,Proc.3rdInternationalSymposiumonPre-FailureDeformationofGeomaterials,1:239-245.
SunDAandShengDC(2005):Anelastoplastichydro-mechanicalmodelforunsaturatedcompactedsoils,Proc.AdvancedExperimentalUnsaturatedSoilMechanics,Trento,249-255.
SunDA(2007):Mechanicalbehaviourofunsaturatedsoilspecimenswithdifferentpreparations,Proc.3rdAsianConferenceonUnsaturatedSoils,303-308.
LiJ,SunDA,etal.(2007):Preliminarystudyonsoil-watercharacteristicsofMarylandclay,Proc.3rdAsianConferenceonUnsaturatedSoils,569-574.
LiuZB,SunDA,etal.(2007):Suction-controlledoedometertestsofMarylandclayinNewcastle,Proc.3rdAsianConferenceonUnsaturatedSoils,575-580.
SunDAandXiangL(2007):Elastoplasticsimulationofundrainedbehaviourofunsaturatedsoils,Proc.3rdSino-JapanGeotechnicalSymposium,550-558.
SunDA,SunWJ,YanW(2009):Hydraulicandmechanicalbehaviourofheavilycompactedsand-bentonitemixture,Proc.InternationalSymposiumonUnsaturatedSoilMechanicsandDeepGeologicalNuclearWasteDisposal,Shanghai,90-97.
SunDAandLiJ(2009):Mainfactorsaffectingsoil-watercharacteristiccurve,Proc.4thAsia-PacificConferenceonUnsaturatedSoils,Newcastle,239-242.
CuiYJandSunDA(2009):Constitutivemodeling:fromisothermaltonon-isothermalbehavior,Proc.4thAsia-PacificConferenceonUnsaturatedSoils,Newcastle,493-505.
SunDA(2010):Ahydro-mechanicalelastoplasticmodelforunsaturatedsoils，Proc4thJapan–ChinaGeotechnicalSymposium,Okinawa,48-53.
SunDAandSunWJ(2010):Elastoplasticmodelingofhydraulicandmechanicalbehaviourofexpansivesoils,Proc.5thInternationalConferenceonUnsaturatedSoils,Barcelona,973-978.
SunDA,ChenLWANDZhenWZ(2010):Analyticalandnumericalsolutionstobifurcationinthree-dimensionalstresses,Proc.GeomechanicsandGeotechnics:frommicrotomacro,Shanghai,53-58.
