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）
[1]Sun, Yiren,Du, Cong,Gong, Hongren,Li, Yuhua,Chen, Jingyun.Effect of temperature field on damage initiation in asphalt pavement: A microstructure-based multiscale finite element method[J],MECHANICS OF MATERIALS,2020,144
[2]Zhu, Xiaoxu,Sun, Yiren,Du, Cong,Wang, Weiying,Liu, Jiayin,Chen, Jingyun.Rutting and fatigue performance evaluation of warm mix asphalt mastic containing high percentage of artificial RAP binder[J],CONSTRUCTION AND BUILDING MATERIALS,2020,240
[3]Sun, Yiren,Chen, Jingyun,Huang, Baoshan,Liu, Jiayin,Wang, Weiying,Xu, Bin.Novel Procedure for Accurately Characterizing Nonlinear Viscoelastic and Irrecoverable Behaviors of Asphalt Binders[J],INTERNATIONAL JOURNAL OF GEOMECHANICS,2020,20(3)
[4]Sun, Yiren,Du, Cong,Zhou, Changhong,Zhu, Xiaoxu,Chen, Jingyun.Analysis of load-induced top-down cracking initiation in asphalt pavements using a two-dimensional microstructure-based multiscale finite element method[J],ENGINEERING FRACTURE MECHANICS,2019,216
[5]Zhou, Changhong,Zhang, Miaomiao,Li, Yuhua,Lu, Jiale,Chen, Jingyun.Influence of particle shape on aggregate mixture's performance: DEM results[J],ROAD MATERIALS AND PAVEMENT DESIGN,2019,20(2):399-413
[6]徐洪峰,郑启明,章琨,陈静云.基于纵向平等的干道BRT信号优先方法[J],中国公路学报,2019,32(1):144-153,190
[7]Liu, Jiayin,Sun, Yiren,Wang, Weiying,Chen, Jingyun.Using the viscoelastic parameters to estimate the glass transition temperature of asphalt binders[J],CONSTRUCTION AND BUILDING MATERIALS,2017,153:908-917
[8]Sun, Yiren,Chen, Jingyun,Pan, Baofeng,Shu, Xiang,Huang, Baoshan.Three-Dimensional Micromechanical Complex-Modulus Prediction of Asphalt Concrete Considering the Aggregate Interlocking Effect[J],JOURNAL OF MATERIALS IN CIVIL ENGINEERING,2017,29(10)
[9]Wang, Weiying,Chen, Jingyun,Sun, Yiren,Xu, Bin,Li, Jian,Liu, Jiayin.Laboratory performance analysis of high percentage artificial RAP binder with WMA additives[J],CONSTRUCTION AND BUILDING MATERIALS,2017,147:58-65
[10]Sun, Yiren,Huang, Baoshan,Chen, Jingyun,Shu, Xiang,Li, Yuhua.Characterization of Triaxial Stress State Linear Viscoelastic Behavior of Asphalt Concrete[J],JOURNAL OF MATERIALS IN CIVIL ENGINEERING,2017,29(4)
[11]陈静云,王维营,孙依人,刘佳音,许斌.100％人工老化沥青的温拌再生结合料性能评价与化学特性分析[J],东南大学学报（英文版）,2017,33(1):91-95
[12]陈静云.Laboratory investigation of physical performance and FT-IR analysis of warm mix asphalt binders[A],10th International Conference on the Bearing Capacity of Road, Railways and Airfields,2017
[13]李玉华,周长红,陈静云.沥青混合料扭剪三轴虚拟试验模拟[A],2017,270-278
[14]周长红,李玉华,陈静云.Influence of particle shape on aggregate mixture’s performance: DEM results[J],Road Materials and Pavement Design,2017
[15]陈静云.基于不同老化沥青掺量的温拌再生沥青性能研究[J],沈阳建筑大学学报,2017
[16]陈静云,李楗,王维营.不同老化沥青掺量下的温拌再生沥青性能研究[J],沈阳建筑大学学报. 自然科学版,2017,33(5):863-869
[17]陈静云,刘佳音,孙依人,王维营.基于MHN复数模量模型的沥青玻璃化转变温度确定方法[J],东南大学学报（自然科学版）,2016,46(6):1284-1289
[18]Sun, Yiren,Huang, Baoshan,Burdette, Edwin G.,Chen, Jingyun,Jia, Xiaoyang,Ding, Yongjie.Characterizing rheological behavior of asphalt binder over a complete range of pavement service loading frequency and temperature[J],CONSTRUCTION AND BUILDING MATERIALS,2016,123(123):661-672
[19]陈静云.Characterization of triaxial stress state linear viscoelastic behavior of asphalt concrete materials[J],ASCE Journal of Materials in Civil Engineering,2016,4016259:12-21
[20]Wang, Weiying,Chen, Jingyun,Li, Shiyu,Xu, Bin.The Rotary Viscosity and FT-IR Analysis of Recycled-modified Asphalt[A],1st International Conference on Transportation Infrastructure and Materials (ICTIM),2016,265-272
[21]Sun, Yiren,Chen, Jingyun,Huang, Baoshan.Characterization of asphalt concrete linear viscoelastic behavior utilizing Havriliak-Negami complex modulus model[J],CONSTRUCTION AND BUILDING MATERIALS,2015,99:226-234
[22]Sun, Yiren,Chen, Jingyun.Characterization of asphalt concrete linear viscoelastic behavior utilizing Havriliak-Negami complex modulus model[J],CONSTRUCTION AND BUILDING MATERIALS,2015,99:226-234
[23]Sun, Yiren,Huang, Baoshan,Chen, Jingyun.A unified procedure for rapidly determining asphalt concrete discrete relaxation and retardation spectra[J],CONSTRUCTION AND BUILDING MATERIALS,2015,93:35-48
[24]陈静云,赵勇,李玉华.基于一种新型蠕变试验仪的沥青蠕变性能[J],沈阳建筑大学学报(自然科学版),2015,02:193-200+285
[25]陈静云.Determination of Discrete Retarctation Spectra of Asphalt[A],The Transportation Research Board (94th TRB),2015
[26]陈静云.Research of Permeable Marking for Porous Asphalt Pavement[A],9thICPT,2015
[27]陈静云.A Preliminary Research on Modifying Asphalt with Compound from Soles of Waste Shoes[A],The 9th International Conference on Road and Airfield Pavement Technology (9th ICPT),2015
[28]陈静云.Evaluation of Physical Performance and Chemical Characteristics of Warm Mix Asphalt Binders[A],The 9th International Conference on Road and Airfield Pavement Technology (9th ICPT),2015
[29]陈静云.Size effects on Semi-Circular Bend Asphalt Specimen Based on Two Parameter Fracture Model[A],The 9th International Conference on Road and Airfield Pavement Technology (9th ICPT),2015
[30]陈静云,孙依人,张岩,徐辉,徐以恒.沥青混合料动态粘弹性行为分析的模拟方法[J],中国公路学报,2014,27(8):11-16
[31]Sun, Yiren,Chen, Jingyun,Liu, Jiayin,Xu, Hui.Determination of discrete retardation spectra of asphalt binders using Modified Windowing Method[A],12th ISAP International Conference on Asphalt Pavements,2014,1:147-154
[32]Liu, Jiayin,Chen, Jingyun,Liu, Yunquan,Zhou, Changhong.Inverted pavement versus semi-rigid pavement: Comparison of dynamic response in field test via mobile loading simulator[A],12th ISAP International Conference on Asphalt Pavements,2014,2:1115-1123
[33]陈静云,刘佳音,刘云全,周长红.加速加载条件下沥青路面结构动力响应[J],哈尔滨工程大学学报,2014,35(6):771-776
[34]刘佳音,陈静云,孙依人,付佳伟.差异沉降段沥青混凝土路面的疲劳模拟与寿命预估[J],公路,2014,04:1-5
[35]陈静云,孙依人,徐辉,张岩.利用改进开窗转换法确定沥青离散松弛时间谱[J],哈尔滨工业大学学报,2014,46(2):104-108
[36]陈静云.2. Inverted Pavement Versus Semi- rigid Pavement : Comparison of Dynamic Response in Field Test via Mobile Loading Simulator[A],the 12th International Society for Asphalt Pavements Conference (ISAP 2014),2014
[37]陈静云.1.Determination of Discrete Retardation Spectra of Asphalt Binders Using Modified Windowing Method[A],the 12th International Society for Asphalt Pavements Conference (ISAP 2014),2014
[38]陈静云,孙依人.基于接触非线性的车-路耦合系统动力响应分析[J],振动与冲击,2013,32(19):119-124
[39]陈静云,王峻,刘佳音.高比例RAP热再生沥青混合料低温抗裂性能[J],沈阳建筑大学学报（自然科学版）,2013,29(5):782-787
[40]陈静云,孙依人,刘佳音,徐辉.沥青路面黏弹性泊松比近似方法的比较[J],东南大学学报（自然科学版）,2013,43(4):868-872
[41]陈静云,刘佳音,李玉华,周长红.沥青混合料板式试件的疲劳开裂规律[J],华南理工大学学报（自然科学版）,2013,41(4):102-106
[42]陈静云.沥青路面黏弹性泊松比近似方法的比较[J][J],《东南大学》学报,2013,43(4):868-872
[43]陈静云,李向阳.基于耦合的沥青混凝土桥面铺装动力响应[J],山东交通学院学报,2012,20(4):36-42
[44]陈静云,邱隆亮.SBS改性沥青老化与再生机理的红外光谱[J],沈阳建筑大学学报（自然科学版）,2012,28(5):859-864
[45]陈静云,庞锐,唐超瞻,姜锋,谢文芳,李亚斌.废旧鞋类胶料改性再生沥青的初步研究[A],第二届全国高校土木工程专业大学生论坛,2012,1-6
[46]陈静云,马强.温拌—再生改性沥青SMA混合料性能研究[J],沈阳建筑大学学报（自然科学版）,2012,28(2):286-290
[47]陈静云.performance Evaluation of Rcycled SMA Mixtures with Warm-mix Agent[A],8th International Conference on Road and Airfield Pavement Technology Taipei, Taiwan,2012
[48]窦刚玉,陈静云.SBS改性沥青老化及再生技术研究[J],北方交通,2011,10:6-9
[49]杜铁军,陈静云.沥青混凝土桥面铺装层的动力有限元分析[J],北方交通,2011,9:28-31
[50]Li, Yuhua,Li, Haixiang,Liu, Yuxing,Chen, Jingyun.Specimen Molding Method of Chip Seal in Laboratory[A],4th International Conference on Technology of Architecture and Structure (ICTAS 2011),2011,374-377:1904-1907
[51]张磊,陈静云.沥青混凝土桥面铺装车辙变形的非线性有限元模拟分析[J],中外公路,2011,31(1):88-94
[52]陈静云,赵慧敏.用SHRP方法评价再生沥青性能[J],大连理工大学学报,2011,51(1):68-72
[53]陈静云.1. Analysis of the crack fracture morphology of the asphalt mixture under tensile stress effects[J],Advanced Materials Research,2011,250(253):3533-3537
[54]陈静云.Design And Analysis， Mechanical Analysis Of Asphalt Pavement On Bridge Deck Considering Solar Radiation[A],The 7th International Conference on Road and Airfield Pavement Technology(7th ICPT),2011,7(3):900-909
[55]陈静云.Experimental Evaluation of Recycled Asphalt Properties[A],The 7th International Conference on Road and Airfield Pavement Technology(7th ICPT),2011,7:1079-1087
[56]陈静云,程伟蔚,孔令然.沥青混凝土桥面铺装结构的剪切分析[J],北方交通,2010,8:26-29
[57]陈静云,李正阳,程伟蔚.再生改性沥青混凝土配合比设计研究[J],山西建筑,2010,36(24):175-177
[58]陈静云,孔令然,李正阳.就地热再生沥青混合料抗冻融循环性能试验[J],山西建筑,2010,36(22):179-181
[59]丁乐,陈静云,王凯.沥青稳定基层模量对路面结构受力的影响[J],路基工程,2010,1:123-125
[60]陈静云.3. Using mineral fibers to improve asphalt and asphalt mixture behavior[A],2010,383(3):1352-1360
[61]赵延庆,周长红,陈静云.沥青路面剪应力粘弹性响应分析[J],湖南大学学报（自然科学版）,2009,36(10):19-22
[62]刘楠,陈静云.沥青混凝土桥面铺装层有限元分析及试验研究[J],山西建筑,2009,35(28):328-329
[63]李闯,陈静云.沥青类型对沥青混凝土路用性能影响的试验研究[J],山西建筑,2009,35(26):254-256
[64]赵延庆,陈静云.应力状态对沥青混合料黏弹性质的影响[J],建筑材料学报,2009,12(4):428-432
[65]梁斌,陈静云.沥青路面与复合式路面的AC层荷载应力分析[J],北方交通,2009,1:1-3
[66]陈静云,丁银萍,周长红.基于料堆试验的沥青混合料离析影响因素分析[J],东南大学学报（自然科学版）,2009,39(1):117-120
[67]丁银萍,陈静云,王哲人,焦晓磊.堆法评价集料级配离析特性的试验研究[J],武汉理工大学学报,2009,31(13):83-87
[68]乔英娟,陈静云,王哲人,徐光辉.考虑沥青混合料泊松比影响的路面结构应力分析[J],吉林大学学报. 工学版,2009,39(1):50-55
[69]赵延庆,陈静云.沥青路面黏弹性三维有限元分析[J],华中科技大学学报（自然科学版）,2009,37(9):86-89
[70]张蕾,陈静云,乔英娟,王哲人.间接拉伸试验条件下沥青混合料变形特性[J],辽宁工程技术大学学报（自然科学版）,2008,27(6):856-858
[71]周长红,陈静云,王哲人,乔英娟.沥青路面动水压力计算及其影响因素分析[J],中南大学学报（自然科学版）,2008,39(5):1100-1104
[72]乔英娟,陈静云,王哲人,周长红.低温下沥青混凝土的拉伸变形特性[J],吉林大学学报(工学版),2008,38(5):1049-1053
[73]李玉华,陈静云,袁永博.基于等高线的数字高程模型带状区域建模法[J],大连理工大学学报,2008,48(2):253-258
[74]陈静云.间接拉伸条件下沥青混合料变形特性[J],辽宁工程技术大学,2008,27(6):856-858
[75]陈静云,周长红,王哲人.沥青混合料蠕变试验数据处理与粘弹性计算[J],东南大学学报（自然科学版）,2007,37(6):1091-1095
[76]徐颖,陈静云,丁宏兵,王艳青.石屑代砂沥青混凝土路用性能实验研究[J],北方交通,2007,7:21-22
[77]李玉华,鲁丽华,陈静云.建立数字高程模型的多边形区域法[J],沈阳工业大学学报,2007,29(3):330-335
[78]钟阳,陈静云,王苏岩.矩形悬臂薄板的解析解[J],计算力学学报,2006,23(3):368-372
[79]李玉华,陈静云.混合料配合比矿料组成理论级配设计的迭代法[J],武汉理工大学学报,2006,28(5):76-80
[80]李玉华,陈静云.混合料配合比矿料组成设计的改进正规方程法[J],沈阳工业大学学报,2006,28(2):188-192,201
[81]李玉华,王琦,陈静云.集成化桥梁工程CAD系统[J],辽宁交通科技,2005,12:60-62
[82]李玉华,付佳伟,陈静云.混合料配合比矿料组成设计的比例分配迭代法[J],辽宁交通科技,2005,11:26-30
[83]钟阳,陈静云,王松岩.四边任意支承条件下弹性矩形厚板辛几何法解析解[J],大连理工大学学报,2005,45(5):717-722
[84]董丽娜,陈静云,崔纪鹏.G306国道(葫芦岛段)沥青路面使用性能评价及分析[J],山东交通科技,2005,3:30-31
[85]成家胜,陈静云,丁宏兵.就地热再生工艺及再生设备研究[J],公路交通技术,2005,2:59-63
[86]覃丽坤,王喜金,陈静云,Wang Yujie.某石油化工公司二蒸馏减压塔基础改造设计实例[J],特种结构,2005,22(1):36-37
[87]彭永恒,陈静云,潘宝峰,张肖宁.声振法对刚性路面板脱空状况检测应用的研究[J],公路交通科技,2005,22(3):54-57,65
[88]陈静云,任瑞波,李玉华,王哲人.沥青路面柔性基层和半刚性基层模量理论研究[J],大连理工大学学报,2004,44(4):536-538
[89]任瑞波,陈静云,王哲人.级配碎石材料动三轴试验的理论研究[J],辽宁交通科技,2004,6:4-6
[90]陈静云,丁银萍,李玉华,潘建东.板拉桥合理塔高与应力分析[A],第八届国际交通新技术应用大会,2004,704-708
[91]钟阳,陈静云,王龙,李玉华.求解动荷载作用下多层粘弹性半空间轴对称问题的精确刚度矩阵法[J],计算力学学报,2003,20(6):749-755
[92]潘宝峰,王哲人,陈静云.沥青混合料抗冻融循环性能的试验研究[J],中国公路学报,2003,16(2):1-4
[93]陈静云,刘洋,李玉华,潘宝峰.水泥路面冻融破坏机理和对策研究[J],东北公路,2003,01:14-16+56
[94]陈静云,李玉华,覃丽坤.板拉桥结构应力与塔高的相关分析[J],东北公路,2002,01:34-37+43
[95]陈静云,钟阳,殷建华.求解弹性地基上四边自由板的功的互等定理法[J],岩土工程学报,2001,23(6):766-768
[96]陈静云.《大连市五惠路口延误调查及分布规律的分析》[A],全国城市道路与交通工程学术会议,1991,7
京公网安备 11010802027423号