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个人简介

冯德成,男,工学博士,入选教育部“新世纪优秀人才”。 先后主持承担国家、省部级科研项目50余项,获国家科技进步二等奖1项,省部级科学技术进步奖8项;中国公路学会科学技术奖特等奖1项,一等奖2项,二等奖5项。发表学术论文150余篇,其中SCI、EI检索论文100余篇。出版专著3部、编著3部,是交通行业技术规范《公路沥青路面设计规范》与《公路工程抗冻设计与施工技术规范》的主要编写成员;《公路沥青路面再生技术规范》主审。 工作经历 2006.12 至今 哈尔滨工业大学交通科学与工程学院教授/博士生导师 2006.12-2014.05 哈尔滨工业大学交通科学与工程学院副院长 2007.08-2008.08 美国伊利诺伊大学厄本那-香槟分校(UIUC)土木与环境工程系高级访问学者 2002.10-2006.11 哈尔滨工业大学交通科学与工程学院副教授、院长助理 2000.08-2002.09 哈尔滨工业大学交通科学与工程学院副教授、道路教研室主任 1996.08-2000.07 哈尔滨建筑大学交通学院讲师、道路教研室主任 1991.07-1996.07 哈尔滨建筑工程学院道路与交通工程系、助教 教育经历 2001年9月-2006年11月 哈尔滨工业大学 道路与铁道工程专业 工学博士 1994年9月-1998年6月 哈尔滨建筑大学 公路、城市道路及机场工程 工学硕士 1987年9月-1991年7月 哈尔滨建筑工程学院 公路与城市道路工程专业 工学学士 荣誉称号 2013年 获哈尔滨工业大学第二届研究生“十佳团队” 2013年 获黑龙江省高校青年教师教学竞赛最佳指导教师奖(一等) 2013年 获黑龙江省归国留学人员“报国奖” 2008年 入选教育部“新世纪优秀人才支持计划” 2003年 被评为黑龙江省高教工委“优秀共产党员” 2002年 被评为哈尔滨工业大学“优秀共产党员” 2000年 被评为哈尔滨工业大学“优秀教师” 1998年 被评为哈尔滨建筑大学“优秀共产党员”

研究领域

路面材料与结构 重点研究路面力学以及路面结构设计原理与方法;路面表面特性与功能设计;路面结构、材料与工艺一体化设计理论;基于损伤力学的路面材料冻融损伤机理与评价方法;沥青路面温缩裂缝与半刚性基层反射裂缝开裂机理;沥青混合料的低温性能控制指标等。 复杂环境下的路基稳定技术 研究基于路基湿度平衡状态的土基回弹模量确定原则与方法;基于温度场、湿度场耦合作用下路基冻胀机理;重载车辆作用下路基的动力响应与工后沉降演变机理。 工程低成本建造与可持续发展 从经济、环保、安全等方面,研究路面工程的合理结构和资源再生利用问题;路面结构的全寿命周期成本分析方法;降低“城市热岛效应”的铺装材料与结构;生物沥青的开发与应用。

近期论文

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Lin B, Zhang F, Feng D, et al. Dynamic shear modulus and damping ratio of thawed saturated clay under long-term cyclic loading[J]. Cold Regions Science and Technology. 2018(145): 93-105. (SCI/EI) Lin B, Zhang F, Feng D, et al. Accumulative plastic strain of thawed saturated clay under long-term cyclic loading[J]. Engineering Geology, 2017(231):230-237. (SCI/EI) Lin B, Zhang F, Feng D. Long-term Resilient Behavior of Thawed saturated Silty Clay under Repeated Cyclic Loading: Experimental Evidence and Evolution Model[J]. Road Materials and Pavement Design, 2017. (SCI/EI) Chen S, Wang D, Du R, Feng D. Elastic multilayered pavement under an elliptical vertical load: analytical solutions and program verification[J]. Road Materials and Pavement Design, 2017: 1-19. Xu M, Yi J, Feng D, et al. Diffusion characteristics of asphalt rejuvenators based on molecular dynamics simulation[J]. International Journal of Pavement Engineering, 2017. (SCI/EI) Yi J, Pang X, Feng D, et al. Studies on surface energy of asphalt and aggregate at different scales and bonding property of asphalt–aggregate system[J]. Road Materials & Pavement Design, 2017:1-24. (SCI/EI) Peng C, Feng J, Zhou C, et al. Investigation on statistical characteristics of asphalt concrete dynamic moduli with random aggregate distribution model[J]. Construction & Building Materials, 2017,148:723-733. (SCI/EI) Liu X, Zhou C, Feng D, et al. Experimental study on interlayer shear properties of ERS pavement system for long-span steel bridges[J]. Construction & Building Materials, 2017, 143:198-209. (SCI/EI) Yi J, Cao Y, Feng D, et al. Characterization of zirconium tungstate filler and performance investigation on asphalt mastic made with zirconium tungstate filler[J]. Construction & Building Materials, 2016, 125:387-397. (SCI/EI) Cao P, Jin F, Feng D, et al. Prediction on dynamic modulus of asphalt concrete with random aggregate modeling methods and virtual physics engine[J]. Construction & Building Materials, 2016, 125:987-997. (SCI/EI) Liu X, Zhou C, Feng D, et al. Influence of moisture in aggregates on properties of cold-mixed resin asphalt mixture[J]. Construction & Building Materials, 2016, 120:232-240. (SCI) Sun Z, Yi J, Huang Y, Feng D, Guo C. Investigation of the potential application of biodiesel by-product as asphalt modifier[J]. Road Materials & Pavement Design, 2016, 17(3):1-16. (SCI/EI) Xu M, Yi J, Feng D, et al. Analysis of adhesive characteristics of asphalt based on atomic force microscopy and molecular dynamics simulation[J]. Acs Applied Materials & Interfaces, 2016, 8(19):12393. (SCI/EI) Cao P, Jin F, Zhou C, Feng D, Song W. Steady-state dynamic method: An efficient and effective way to predict dynamic modulus of asphalt concrete[J]. Construction & Building Materials, 2016, 111:54-62. (SCI/EI) Yi J, Shen S, Wang D, Feng D, Huang Y. Effect of testing conditions on laboratory moisture test for asphalt mixtures[J]. Journal of Testing & Evaluation, 2016, 44(2):20150128. (SCI/EI) Liu X, Feng D, Tang H, et al. Investigation on the bending fatigue and shear failure in steel bridge deck pavement systems[J]. Journal of Testing & Evaluation, 2016, 44(2):20150236. (SCI/EI) Sun Z, Yi J, Huang Y, Feng D, Guo C. Properties of asphalt binder modified by bio-oil derived from waste cooking oil[J]. Construction & Building Materials, 2016, 102:496-504. (SCI/EI) Yi J, Shen S, Wang D, et al. Characterization of the bonding fracture properties of the asphalt-aggregate system using a thin-film interface test[J]. Journal of Testing & Evaluation, 2016, 44(1):20140409. (SCI/EI) Ma H, Zhang F, Feng D, et al. Determination of allowable subgrade frost heave with the pavement roughness index in numerical analysis[J]. Sciences in Cold and Arid Regions, 2015, 7(5):587-593. (SCI) Chen L, Feng D, Quan L. Inclusion of built-in curling temperature profile in curling-stress determination for rigid pavement[J]. Journal of Transportation Engineering, 2015, 141(4):06014003. (SCI/EI) Ma H, Wang D, Zhou C, et al. Calibration on MEPDG low temperature cracking model and recommendation on asphalt pavement structures in seasonal frozen region of China[J]. Advances in Materials Science & Engineering, 2015, 19(2):259-272. (SCI/EI) Cao P, Feng D, Zhou C, et al. Study on fracture behavior of polypropylene fiber reinforced concrete with bending beam test and digital speckle method[J]. Computers & Concrete, 2014, 14(5):527-546. (SCI) Yi J, Shen S, Muhunthan B, et al. Viscoelastic–plastic damage model for porous asphalt mixtures: Application to uniaxial compression and freeze–thaw damage[J]. Mechanics of Materials, 2014, 70(1):67-75. (SCI/EI) Wang D, Yi J, Feng D. Modelling and laboratory studies on the adhesion fatigue performance for thin-film asphalt and aggregate system.[J]. The scientific world journal, 2014, 2014(1970):819083. (SCI) Cao P, Feng D, Zhou C. A modified damage-plasticity coupled area-weighted nonlocal model for simulating ductile fracture and softening behaviors of materials[J]. Mathematical Problems in Engineering, 2014(3):1-10. (SCI/EI) Feng D, Ning X, Gong C, et al. Portland cement paste modified by TiO2 nanoparticles: A microstructure perspective[J]. Industrial & Engineering Chemistry Research, 2013, 52(33):11575-11582. (SCI/EI) Feng D, Yi J, Wang D. Performance and thermal evaluation of incorporating waste ceramic aggregates in wearing layer of asphalt pavement[J]. Journal of Materials in Civil Engineering, 2013, 25(25(7)):857-863. (SCI/EI) Cao P. A 3D direct vehicle-pavement coupling dynamic model and its application on analysis of asphalt pavement dynamic response[J]. Mathematical Problems in Engineering,2013,(2013-8-19), 2013, 2013(12):377-384. (SCI/EI) Xie N, Shi X, Feng D, et al. Percolation backbone structure analysis in electrically conductive carbon fiber reinforced cement composites[J]. Composites Part B, 2012, 43(8):3270-3275. (SCI/EI) Xie N, Feng D, Li H, et al. Shape-controlled synthesis of zinc phosphate nanostructures by an aqueous solution route at room temperature[J]. Materials Letters, 2012, 82(2):26-28. (SCI/EI) Feng D, Yi J, Wang D, et al. Impact of salt and freeze–thaw cycles on performance of asphalt mixtures in coastal frozen region of China[J]. Cold Regions Science & Technology, 2010, 62(1):34-41. (SCI/EI) Liu X, Feng D. Cold area asphalt concrete deck pavement technology research[J]. Journal of Computational and Theoretical Nanoscience, 2016, 13(3):2039-2042. (EI) Feng D, Ren X, Li J. Implicit gradient delocalization method for force-basedframe element[J]. Journal of Structural Engineering, 2016, 142(2):04015122. (EI) Liu X, Sun Z, Feng D, et al. Road performance of fiber reinforced asphalt concrete bridge deck pavement[J]. Journal of Applied Sciences, 2013, 13(21):4666-4670. (EI) Wang H, Zhong J, Feng D, et al. Nanoparticles-modified polymer-based solar-reflective coating as a cooling overlay for asphalt pavement[J]. International Journal of Smart & Nano Materials, 2013, 4(2):102-111. (EI) Chen S, Wang D, Yi J, Feng D. Analytical solution and distribution characteristics of mechanical response for elastic half-space body under hyperbolic paraboloid vertical load[C]. The 4th Chinese–European Workshop on Functional Pavement Design, Delft, Netherlands, 2016. (EI) Ma H, Zhang F, Jing R, Feng D. Frost heave of saturated silty clay under thermal-hydro-mechanical loading[C]. The 4th Chinese–European Workshop on Functional Pavement Design, Delft, Netherlands, 2016. (EI) Feng D, Xie X, Wang H, Liu J. The materials selection and treatment effect of the filtration layer in porous pavement[C]. The 4th Chinese–European Workshop on Functional Pavement Design, Delft, Netherlands, 2016. (EI) Liu X, Zhou C, Feng D, Jing R. Bearing capacity of bored pile in refreezing metaphase and telophase in permafrost region[C]. The 4th Chinese–European Workshop on Functional Pavement Design, Delft, Netherlands, 2016. (EI) Zhang F, Jing R, Feng D, et al. Mechanical properties and an empirical model of compacted silty clay subjected to freeze-thaw cycles[C]. International Symposium on Systematic Approaches to Environmental Sustainability in Transportation, 2015. (EI) Dong S H, Ge Y, Feng D C, et al. Effect of mineral additives on internal relative humidity and dry shrinkage of light weight aggregate concrete[C]. 3rd International Conference on Concrete Pavements Design, Construction, and Rehabilitation, Shanghai, China,2013. (EI) Yi J, Feng D, Bi H, et al. Investigation on adhesive behavior between binder and aggregate by vialit test under low temperature[C]. 8th International Conference on Road and Airfield Pavement Technology (ICPT), Taipei, Jul 14-18, 2013. (EI) Wang H, Xu G, Feng D. Solar-reflective coating as a cooling overlay for asphalt pavement[C]. 3rd International Conference on Smart Materials and Nanotechnology in Engineering, Shenzhen, China, 2012. (EI) Feng D C, Zuo W X, Cao P. The prospect and review of DEM model using in saturated and unsaturated soil[C]. International Conference on Vibration, Structural Engineering and Measurement (ICVSEM 2011), Shanghai, China, 2011. (EI) Merhej T, Feng D C. Polypropylene fiber reinforced concrete for airfield pavements: Modeling of stress-strain curve under compression[C]. International Conference on Civil Engineering and Building Materials (CEBM), Kunming, China, jul 29-31, 2011. (EI) Merhej T, Feng D. Influence of concrete flexural strength on airport pavement thickness[C]. International Conference on Remote Sensing, Environment and Transportation Engineering, Nanjing, China, 2011. (EI) Merhej T, Feng D C. Parameter Sensitivity Analysis of Airport Rigid Pavement Thickness Using FAARFIELD Program[C]. 1st International Conference on Civil Engineering, Architecture and Building Materials, Haikou, China, 2011. (EI) Feng D C, Zuo W X, Zhao Y, et al. The study on portable falling weight deflectometer based on the elastic half-space theory[C]. International Conference on Civil Engineering and Transportation (ICCET 2011), Jinan, China, Oct 14-16, 2011. (EI) Merhej T, Li X K, Feng D C. Polypropylene fiber reinforced concrete for airport rigid pavements: Compressive and flexural strength[C]. International Conference on Information Science, Automation and Material System, Zhengzhou, China, May 21-22, 2011. (EI) Merhej T, Cheng L L, Feng D C. Polypropylene fiber reinforced concrete for rigid airfield pavement[C]. International Academic Conference on Machinery, Materials Science and Engineering Applications, Wuhan, China, Jul 15-16, 2011. (EI) Dong S, Feng D, Jiang S, et al. Effect of a new type antifreeze agent on the mechanical behavior of negative temperature concrete[C]. 4th International Conference on Transportation Engineering. 2013:3027-3032. (EI) Dong S, Feng D, Jiang S, et al. Effect of freezing temperature on the microstructure of negative temperature concrete[C]. 2012 International Conference of Health, Structure, Material and Environment, Shenzhen, China, 2012. (EI) Feng D, Zhang X. Heat reflection coating design and performance[C]. The 9th International Conference of Chinese Transportation Professionals, Harbin, China, 2009. (EI) Feng D, Yi J, Wang L, et al. Impact of gradation types on freeze-thaw performance of asphalt mixtures in seasonal frozen gegion[C]. The 9th International Conference of Chinese Transportation Professionals, Harbin, China, 2009. (EI) Tian L, Xie X, Feng D. Function design of cement stabilized crushed stone drainage base[C]. The 9th International Conference of Chinese Transportation Professionals, Harbin, China, 2009. (EI) Feng D, Wang D, Shao L. Research on the asphalt mortar@#%s mechanical performance of the Guss asphalt concrete[C]. 8th International Conference of Chinese Logistics and Transportation Professionals, Tianjin, China, 2009. (EI) Feng D, Zhang X, Shi C. Research on reasonable cement slurry consistency of cement stabilized crushed stone permeable base[C]. 8th International Conference of Chinese Logistics and Transportation Professionals, Tianjin, China, 2009. (EI) Liu J, Feng D, Hou X. Comprehensive fuzzy evaluation model of highway network in west China[C]. 8th International Conference on Applications of Advanced Technologies in Transportation Engineering. Beijing, China,2004. (EI) 汪鸿山,冯德成,解晓光. 孔隙率对透水性沥青路面渗透性能的影响规律[J]. 建筑材料学报,2017,20(3):464-468. (EI) 林波, 张锋, 冯德成, 等. 融化饱和哈尔滨黏土的应变速率效应试验研究[J]. 岩石力学与工程学报, 2017, 36(6): 1522-1530. (EI) 林波,张锋,冯德成,等. 冻融循环作用后饱和黏土的应变速率效应试验研究[J]. 岩土力学,2017,38(7):2007-2014. (EI) 冯德成,林波,张锋,等. 冻融作用对土的工程性质影响的研究进展[J]. 中国科学:技术科学,2017,47(2):111-127. (EI) 易军艳,曹一翔,王东升,等. 钨酸锆填料与沥青的粘附与水损害特性[J]. 哈尔滨工业大学学报,2017,49(3):127-131. (EI) 张锋, 林波, 冯德成等. 季节冻土区长期交通荷载下公路路基永久变形特性[J]. 哈尔滨工业大学学报,2017,49(3):120-126. (EI) 易军艳,庞骁奕,姚冬冬,冯德成,等. 基于原子力显微镜技术的沥青与矿料表面粗糙度及黏附特性[J]. 复合材料学报,2017,34(5):1111-1121. (EI) 权磊,田波,冯德成,等. 水泥混凝土板硬化温度翘曲正向计算方法研究[J]. 土木工程学报,2016(4):121-128. (EI) 马宏岩,王东升,冯德成,等. 寒冷地区沥青路面老化材料的低温性能评价[J]. 功能材料,2015,46(24):24074-24077. (EI) 马宏岩,张锋,冯德成,等. 单向冻结条件下饱和粉质黏土的冻胀试验研究[J]. 建筑材料学报,2016,19(5):926-932. (EI) 权磊, 田波, 牛开民, 冯德成等. 切缝法测定水泥混凝土路面残余应力数值模拟分析[J]. 土木工程学报, 2014(6):118-125. (EI) 易军艳,Shen Shihui,Muhunthan Balasingam,冯德成,等. 多孔沥青混合料粘弹塑性损伤模型[J]. 哈尔滨工业大学学报,2014,46(2):66-71. (EI) 冯德成,赵银,陈剑. 水泥稳定RAP材料劈裂应力-应变特性[J]. 哈尔滨工业大学学报,2013,45(4):74-78. (EI) 汪鸿山,解晓光,冯德成. 透水性路面过滤层材料的去污效果评价[C]. 全国结构工程学术会议,2012. 曹鹏,冯德成,沈新普. 汽车碰撞防护栏行为有限元分析[C]. 2011年全国塑性力学会议,2011. 曹鹏,冯德成,田林. 基于弹塑性损伤理论的水泥稳定基层养生期裂缝形成机理分析[C]. 全国结构工程学术会议,2010. 王志永,冯德成. 公路沥青路面补强层设计方法的研究[C]. 国际道路和机场路面技术大会,2002. 解晓光, 冯德成. 大粒径沥青混合料结构层的研究[C]. 国际道路和机场路面技术大会,2002. 马宏岩,张锋,冯德成,等. 土体冻胀试验系统的研制与应用 [J]. 北京工业大学学报,2017(9):1381-1387. 张锋,臧宏阳,冯德成,等. 基于FWD的道路复合模量不均匀特征研究[J]. 中外公路,2017(2):36-40. 陈松强,王东升,张瑞,冯德成等. 非轴对称垂直荷载下弹性半空间体理论解及力学分析[J]. 中国科技论文, 2017, 12(7). 许芸熙,陈亮亮,周长俊,冯德成等. 中、美水泥混凝土路面设计方法对比分析[J]. 中外公路,2017(1):37-41. 陈剑,李新凯,彭鹏,冯德成等. 水泥路面接缝传力杆偏差检测及对比分析[J]. 公路交通科技,2016,33(12):62-67. 易军艳,黄玉东,冯德成,等. 道路用生物质材料的研究现状与应用展望[J]. 中外公路,2016(1):221-228. 陈亮亮,冯德成,田波. 美国得克萨斯州连续式配筋水泥混凝土路面的应用与经验[J]. 中外公路,2015,35(2):79-82. 张锋,冯德成,凌贤长,等. 重载汽车-路面-路基垂向耦合动力学模型[J]. 中国公路学报,2015,28(4):1-12. 孙杰,冯立超,冯德成,等. 彩色热阻/热反射涂层材料性能研究[J]. 施工技术,2014,43(23):96-100. 刘秀,冯德成,孙朝杰. 寒区聚酯纤维沥青混凝土桥面铺装层的路用性能研究[J]. 中外公路,2014,34(5):262-266. 冯德成,许勐,易军艳. 树脂沥青紫外老化试验方法研究[J]. 公路,2014(7):305-309. 刘秀,冯德成,孙朝杰. 寒区聚酯纤维沥青混凝土桥面铺装层的路用性能研究[J]. 中外公路,2014,34(5):262-266. 冯德成,权磊,田波,等. 水泥混凝土路面固化翘曲试验研究[J]. 建筑材料学报,2013,16(5):812-816. 曹鹏,冯德成,曹一翔等. 三点弯曲纤维增强混凝土缺口梁的断裂性能试验研究[J]. 工程力学,2013,30(s1):221-225. 荆儒鑫,王东升,冯德成. 辽宁省典型沥青混合料动态模量[J]. 辽宁工程技术大学学报,2013,32(9):1246-1251. 荆儒鑫,李新凯,冯德成. 半刚性基层尺寸效应对水泥路面板响应[J]. 辽宁工程技术大学学报 ,2013,32(11):1484-1488. 冯德成,魏文鼎,詹苏涛. 桥面水泥混凝土含水率对防水层粘结性能的影响[J]. 公路交通科技,2013,30(5):47-51. 孙朝杰,易军艳,曹一翔,冯德成等. 纤维冷补沥青混合料的路用性能[J]. 公路交通科技,2013,30(9):13-17. 冯德成,孙朝杰,易军艳. 纤维冷补沥青混合料最佳油量确定方法研究[J]. 公路,2013(9):200-205. 曹鹏,冯德成,沈新普等. 基于ABAQUS平台的塑性损伤子程序开发及其稳定性研究[J]. 工程力学,2012(s2):101-106. 汪鸿山,解晓光,冯德成. 透水性路面的过滤层材料去污效果评价[J]. 工程力学,2012(s2):190-194. 张锋,冯德成,凌贤长等. 长平高速公路典型原状粉质粘土静动力学特性[J]. 哈尔滨工业大学学报,2012,44(8):11-16. 曹鹏,冯德成,曹一翔. 沥青混凝土小梁断裂路径数值模拟研究[J]. 公路,2012(6):92-95. 冯德成,于飞,巩春伟. 基于体积法的水泥稳定级配碎石配合比设计方法[J]. 公路交通科技,2012,29(10):22-27. 赵银,曹鹏,冯德成,等. 三点弯曲梁模型模拟半刚性路面的底基层断裂[J]. 中外公路,2012,32(5):69-73. 冯德成,张鑫,许永吉. 水泥稳定碎石排水基层级配和胶浆设计[J]. 公路,2011(1):203-206. 张锋,冯德成,凌贤长,等. 春融期重载车辆-路面-路基垂向动力分析模型[J]. 中国公路学报,2011,24(4):7-14. 冯德成,田林,曹鹏. 基于扩展有限元方法的路基不均匀沉降纵向裂缝分析[J]. 工程力学,2011,28(5):149-154. 邵长兰,马宏岩,冯德成,等. 道路石油沥青质量评价新体系[J]. 中外公路, 2011,31(4):238-240. 冯德成,胡伟超,于飞等. 沥青路面材料热物性参数对温度场的影响及敏感性分析[J]. 公路交通科技,2011, 28(11):12-19. 陈亮亮,赵银,冯德成. 水泥稳定砂砾击实特性与击实方法[J]. 公路,2011(12):147-151. 魏文鼎,冯德成,赵银,等. 细集料性质对沥青混合料体积特性影响分析[J]. 中外公路,2011,31(6):241-244. 冯德成,易军艳,王东升. 沥青混合料渗水特性的试验研究[J]. 建筑材料学报, 2010,13(2):182-186. 冯德成,李兴海,郭大进,等. 基于热物理特性的沥青混合料的研究[J]. 公路交通科技,2010,27(3):28-33. 张鑫,冯德成. 水泥稳定碎石排水基层胶浆合理稠度的评价方法[J]. 公路交通科技,2010,27(8):12-16. 冯德成,张鑫. 缓解城市热岛效应的城市路面铺装简介[J]. 中外公路,2010,30(4):103-105. 冯德成,张鑫. 热反射涂层开发及路用性能观测研究[J]. 公路交通科技,2010,27(10):17-20. 冯德成,张鑫,王广伟. 陶瓷热阻磨耗层材料开发及性能验证[J]. 公路,2010(11):151-155. 冯德成,陈亮亮,魏文鼎. 集料比表面积计算在水泥稳定砂砾配合比设计中的应用[J]. 公路,2010(12):151-155. 冯德成,王广伟. 热阻式超薄磨耗层的应用研究[J]. 公路,2009(3):62-65. 冯德成,易军艳. 沥青路面热阻粘封层机理及性能研究[J]. 公路交通科技,2009,26(5):1-5. 周长俊,冯德成,张国辉,等. 细集料棱角性试验的改进[J]. 公路,2009(4):226-229. 易军艳,冯德成,杨振丹. 基于渗水特性的沥青混合料空隙率标准[J]. 公路交通科技,2009,26(9):17-20. 易军艳,冯德成,王广伟,等. 超声波测试方法在沥青混合料冻融试验中的应用[J]. 公路交通科技,2009,26(11):6-10. 易军艳,冯德成. 沥青混凝土路面表面层混合料渗水特性的试验分析[J]. 公路,2009(10):114-117. 王彩霞,马兆有,冯德成,等. 东部温润季冻区公路三级自然区划方法[J]. 哈尔滨工业大学学报,2008,40(2):250-254. 高畅,冯德成. 花岗岩沥青混合料的路用性能研究[J]. 公路,2008(10):161-166. 冯德成,宋宇. 沥青路面层间结合状态试验与评价方法研究[J]. 哈尔滨工业大学学报,2007,39(4):627-631. 王龙,解晓光,冯德成. 级配碎石材料强度及塑性变形特性[J]. 哈尔滨工业大学学报,2007,39(6):944-947. 冯德成,郑天鸣,高畅. 沥青路面低温开裂预估模型及其适用性分析[J]. 公路交通科技,2007,24(3):1-4. 王熙宁,冯德成. 公路建设项目社会评价框架与体系研究[J]. 现代情报,2006,26(1):210-211. 王龙,冯德成. 提高级配碎石基层使用性能的方法[J]. 中国公路学报,2006, 19(4):40-45. 林平东,冯德成. 纤维加筋材料在寒冷地区道路的适用性研究[J]. 哈尔滨工业大学学报,2004,36(10):1414-1416. 任瑞波,冯德成,马松林. 潮湿路基温度场、湿度场耦合作用的计算模型[J]. 东北公路,2001(3):31-34. 冯德成,张景致. 哈大一期高速公路交通事故率模型[J]. 东北公路,2000(3):44-46. 冯德成,沙延飞. 沥青路面结构强度评价方法[J]. 公路,2000(8):15-17.

学术兼职

中国公路学会理事 中国公路学会道路工程分会理事 黑龙江公路学会理事 中国土木工程学会会员 国家留学基金评审专家 黑龙江省交通基础设施建设项目设计审查专家 《International Journal of Pavement Engineering》 编委 《公路交通科技》 编委

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