个人简历

边学成，博士，教授，教育部青年长江学者，国家优秀青年基金和英国皇家学会牛顿高级学者基金获得者，现任浙江大学岩土工程研究所副所长和软弱土与环境土工教育部重点实验室副主任。主要从事高速铁路路基动力学与交通岩土工程领域的研究。发表SCI论文38篇，EI论文44篇，论文合计他引1518次，授权国家发明专利15项和美国PCT发明专利2项。成果入选中国高等学校十大科技进展，获省部级科技进步一等奖3项。是国家重大科技基础设施项目“超重力离心模拟与实验装置”和国家自然科学基金“多相介质超重力相演变”基础科学中心的研究骨干。
教育经历
2001/10-2004/09，日本冈山大学，岩土工程，博士
1998/09-2001/07，浙江大学，岩土工程，硕博连读
1994/09-1998/07，浙江大学，结构工程，学士
科研与学术工作经历
2020/01-至今，软弱土与环境土工教育部重点实验室，副主任
2017/01-至今，浙江大学岩土工程研究所，副所长
2014/12-至今，浙江大学，建筑工程学院，教授
2009/01-2010/05，美国伊利诺伊大学香槟分校，土木与环境工程系，访问学者
2007/10-2014/12，浙江大学，建筑工程学院，副教授
2005/05-2007/09，浙江大学，建筑工程学院，讲师
*欢迎土木工程、交通工程、工程力学、应用数学和计算机软件等专业的同学报考硕士和博士
*长期招收上述研究方向的博士后研究人员开展合作研究，具体事宜请用上述邮箱或电话联系。
研究课题
国家自然科学基金“多相介质超重力相演变”基础科学中心重点项目“高铁路基多相介质演变及沉降控制”，2020.1-2024.12，在研
国家自然科学基金面上项目（51678524），粒间结构变化时高速铁路散粒体道床裂化机理及控制研究，2017.1-2020.12，在研
浙江省杰出青年基金项目（LR16E080002），环境荷载与车辆荷载耦合条件下铁路路基的长期耐久性研究，2016.1-2019.12，在研
长江学者奖励计划（青年学者），2015年，岩土工程
国家自然基金国际合作交流项目（51561130159），颗粒形状和粒间摩擦对铁路道床中颗粒流动影响，2015.3-2018.2
英国皇家学会牛顿高级学者基金，Newton Advanced Fellowship(Royal Society of United Kingdom)，2015.3-2018.2
国家自然基金优秀青年基金项目（51222803），土动力学与基础工程，2013.1-2015.12
国家自然科学基金面上项目（51178418），高速铁路路基累积沉陷的宏细观尺度研究，2012.1-2015.12
国家自然科学基金国际交流项目（51210305042），国际高速交通岩土工程学术研讨会，2012.1-2015.12
国家自然基金青年基金项目（10702063），软土地基上高速列车运行引起的马赫效应及控制研究，2008.1-2010.12
科技部支撑计划重大专项子项（2009BAG12A01-B12-3），高速线路不平顺谱研究，2008.1-2011.12
铁道部科技开发计划重点项目（2008G005-D），客运专线路基动力稳定性和控制技术研究，2008.1-2010.12
教学与课程
本科生土木工程卓越班《基础工程》
研究生专业核心课程《高等基础工程》
奖励荣誉
2017年，教育部中国高等学校十大科技进展
2017年，浙江省科学技术进步一等奖
2016年，教育部长江学者奖励计划青年学者
2016年，中国土木工程学会第十二届优秀论文一等奖
2014年，英国皇家学会高级牛顿学者基金
2012年，国家首批自然科学基金优秀青年基金
网站链接
相关学术会议：
2020年
2020年7月成都第2届国际轨道交通学术会议(ICRT2020)：https://www.icrt.org.cn/
2020年8月芝加哥第4届国际交通岩土大会(ICTG2020)：http://conferences.illinois.edu/ICTG2020/
2020年11月南京第3届全国交通岩土工程会议
2021年
2021年9月悉尼第20届国际土力学与岩土工程大会(ICSMGE)：http://www.icsmge2021.org/
相关学术期刊：
Transportation Geotechnics https://www.journals.elsevier.com/transportation-geotechnics/
Géotechnique https://www.icevirtuallibrary.com/loi/jgeot
Soil Dynamics and Earthquake Engineering https://www.journals.elsevier.com/soil-dynamics-and-earthquake-engineering
Engineering Geology https://www.journals.elsevier.com/engineering-geology
Journal of Rail and Rapid Transit https://journals.sagepub.com/home/pif

研究领域

软土基本特性与计算土力学
高速铁路路基工程
地铁保护工程
交通基础设施防灾减灾
交通设施大数据和智能计算""

近期论文

国际期刊论文
1.Tao Sheng*,Xuecheng Bian,Ganbin Liu,Chang Xiao,Yue Chen,Yue Li.Experimental study on the sandbag isolator of buildings for subway-induced vertical vibration and secondary air-borne noise.Geotextiles and Geomembranes,2020(Published online).
2.Zhuofeng Li,Yunmin Chen*,Yanguo Zhou,Xuecheng Bian.Field rebound and recompression curve of soft clay.Geotechnical Testing Journal.2020(Published online).
3.Xuecheng Bian,Wei Li,Yu Qian,Erol Tutumluer*.Analysing the effect of principal stress rotation on railway track settlement by discrete element method.Géotechnique,2019(Published online).
4.Kun Zeng,Tong Qiu,Xuecheng Bian*,Ming Xiao,Hai Huang.Identification of ballast condition using SmartRock and pattern recognition,Construction and Building Materials,2019,221:50-59.
5.Xuecheng Bian,Jing Hu,David Thompson*,William Powrie.Pore pressure generation in a poro-elastic soil under moving train loads,Soil Dynamics and Earthquake Engineering,2019,125:105711.
6.Bin Feng,Eun Hyun Park,HaoHang Huang,Wei Li,Erol Tutumluer*,Youssef M.A.Hashash,Xuecheng Bian.Discrete Element Modeling of Full-Scale Ballasted Track Dynamic Responses from an Innovative High-Speed Rail Testing Facility,Journal of Transportation Research Record,2019,2673(9):107-116.
7.Xuecheng Bian,Wei Li,Yu Qian,Erol Tutumluer*.Micromechanical Particle Interactions in Railway Ballast through DEM Simulations of Direct Shear Tests,International Journal of Geomechanics,2019,19(5):04019031.
8.Jing Hu,Xuecheng Bian*,Weichang Xu,David Thompson.Investigation into the critical speed of ballastless track,Transportation Geotechnics,2019,18:142-148.
9.Xuecheng Bian,Wei Li,Jing Hu,Hongming Liu,Xiang Duan,Yunmin Chen*.Geodynamics of high-speed railway,Transportation Geotechnics,2018,17:69-76.
10.Wei Li,Xuecheng Bian*,Xiang Duan,Erol Tutumluer.Full-Scale Model Testing on Ballasted High-Speed Railway:Dynamic Responses and Accumulated Settlements,2018,2672(10):125-135.
11.Wu Gao,Xuecheng Bian*,Wenjie Xu,Yunmin Chen.Storage Capacity and Slope Stability Analysis of Municipal Solid Waste Landfills,Journal of Performance of Constructed Facilities,2018,32(4):04018036.
12.Wu Gao,Wenjie Xu*,Xuecheng Bian,Yunmin Chen.A practical approach for calculating the settlement and storage capacity of landfills based on the space and time discretization of the landfilling process,Waste Management,2017,69:202-214.
13.Wu Gao,Xuecheng Bian*,Wenjie Xu,Yunmin Chen.An equivalent-time-lines model for municipal solid waste based on its compression characteristics,Waste Management,2017,68:292-306.
14.Xuecheng Bian,Yin Gao,Hai Huang*,Yuanchang Xie.Hanging tie study using the moving deflection spectrum,Proceedings of The Institution Of Mechanical Engineers Part F-Journal Of Rail And Rapid Transit,2017,231(8):982-990.
15.Xuecheng Bian*,Jianqun Jiang,Wanfeng Jin,Dongdong Sun,Wei Li,Xuemei Li.Cyclic and Postcyclic Triaxial Testing of Ballast and Subballast,Journal of Materials In Civil Engineering,2016,28(7):04016032.
16.Hongguang Jiang,Xuecheng Bian*,Jianqun Jiang,Yunmin Chen.Dynamic performance of high-speed railway formation with the rise of water table,Engineering Geology,2016,206:18-32.
17.Renpeng Chen,Yanwei Wang,Xiaowei Ye*,Xuecheng Bian,Xiaopeng Dong.Tensile force of geogrids embedded in pile-supported reinforced embankment:a full-scale experimental study,Geotextiles and Geomembranes,2016,44(2):157-169.
18.Xuecheng Bian,Chong Cheng,Jianqun Jiang,Renpeng Chen,Yunmin Chen.Numerical analysis of soil vibrations due to trains moving at critical speed,Acta Geotechnica,2016,11(2):281-294.
19.Hongguang Jiang,Xuecheng Bian*,Chong Cheng,Yunmin Chen,Renpeng Chen.Simulating train moving loads in physical model testing of railway infrastructure and its numerical calibration,Acta Geotechnica,2016,11(2):231-242.
20.Xuecheng Bian,Hai Huang,Erol Tutumluer*,Yin Gao.Critical particle size and ballast gradation studied by Discrete Element Modeling,Transportation Geotechnics,2016,6:38-44.
21.Xuecheng Bian,Hongguang Jiang*,Yunmin Chen,Jianqun Jiang,Jie Han.A full-scale physical model test apparatus for investigating the dynamic performance of the slab track system of a high-speed railway,Journal of Rail and Rapid Transit,2016,230(2):554-571.
22.Renpeng Chen*,L.J.Tang,X.S.Yin,Yunmin Chen,Xuecheng Bian.An improved 3D wedge-prism model for the face stability analysis of the shield tunnel in cohesionless soils,Acta Geotechnica,2015,10(5):683-692.
23.Xuecheng Bian,Hongguang Jiang,Chao Chang,Jing Hu,Yunmin Chen*.Track and ground vibrations generated by high-speed train running on ballastless railway with excitation of vertical track irregularities,Soil Dynamics and Earthquake Engineering,2015,76(SI):29-43
24.Yunmin Chen,Ming Gu,Renpeng Chen*,Linggang Kong,Zhehang Zhang,Xuecheng Bian.Behavior of pile group with elevated cap subjected to cyclic lateral loads,China Ocean Engineering,2015,29(4):565-278.
25.Hongguang Jiang,Xuecheng Bian,Yunmin Chen,Jie Han.Impact of Water Level Rise on the Behaviors of Railway Track Structure and Substructure Full-Scale Experimental Investigation,Transportation Research Record,2015,2476:15-22.
26.Renpeng Chen,Peng Jiang,Xiaowei Ye*,Xuecheng Bian.Probabilistic analytical model for settlement risk assessment of high-speed railway subgrade,Journal of Performance Of Constructed Facilities,2016,30(3):04015047.
27.Xuecheng Bian,Hongguang Jiang,Chong Cheng,Yunmin Chen,Renpeng Chen,Jianqun Jiang.Full-scale model testing on a ballastless high-speed railway under simulated train moving loads,Soil Dynamics and Earthquake Engineering,2014,66:368-384.
28.Ming Gu,Linggang Kong*,Renpeng Chen,Yunmin Chen,Xuecheng Bian.Response of 1×2 pile group under eccentric lateral loading,Computers and Geotechnics,2014,57:114-121.
29.Yuchao Li,Hailong Liu,Peter Hohn Cleall*,Han Ke,Xuecheng Bian.Influences of operational practices on municipal solid waste landfill storage capacity,Waste Management and Research,2016,204:65-76.
30.Xuecheng Bian,Wanfeng Jin,Hongguang Jiang.Ground-borne vibrations due to dynamic loadings from moving trains in subway tunnels,Journal of Zhejiang University-Science A,2012,13(11):870-876.
31.Erol Tutumluer*,Hai Huang,Xuecheng Bian.Geogrid-Aggregate Interlock Mechanism Investigated through Aggregate Imaging-Based Discrete Element Modeling Approach,International Journal of Geomechanics,2012,12(4):391-398.
32.Xuecheng Bian,Xiaowu Tang,Wenming Shen,Daosheng Ling*,Yunmin Chen.An experimental study on a culvert buried in granular soil subjected to vehicle loads,Advances in Structural Engineering,2012,15(6):1031-1040.
33.Kongsheng Wang*,CWW Ng,Yunmin Chen,Xuecheng Bian.Centrifuge and numerical investigation of passive failure of tunnel face in sand,Tunnelling and Underground Space Technology,2012,28:297-303.
34.Xuecheng Bian,Chang Chao,Wanfeng Jin,Yunmin Chen*.A 2.5D finite element approach for predicting ground vibrations generated by vertical track irregularities,Journal of Zhejiang University-Science A,2011,12(12):885-894.
35.Xuecheng Bian,Hongguang Jiang,Yunmin Chen*.Accumulative deformation in railway track induced by high-speed traffic loading of the trains,Earthquake Engineering and Engineering Vibration,2010,9(3):319-326.
36.Xuecheng Bian*,Yunmin Chen,Ting Hu,Numerical simulation of high-speed train induced ground vibrations using 2.5D finite element approach,Science in China Series G-Physics Mechanics&Astronomy,2008,51(6):632-650.
37.Hirokazu Takemiye*,Xuecheng Bian.Shinkansen high-speed train induced ground vibrations in view of viaduct-ground interaction,Soil Dynamics and Earthquake Engineering,2007,27(6):506-520.
38.Xuecheng Bian*,Yunmin Chen.An explicit time domain solution for ground stratum response to harmonic moving load,Acta Mechanica Sinica,2006,22(5):469-478.
39.Xuecheng Bian*,Yunmin Chen.Analysis of moving load induced ground vibrations based on thin-layer method,Journal of Zhejiang University SCIENCE A,2006,7(2):309-314.
40.Hirokazu Takemiye*,Xuecheng Bian.Substructure simulation of inhomogeneous track and layered ground dynamic interaction under train passage,Journal of Engineering Mechanics,2005,131(7):699-711.
41.Yunmin Chen*,Xuecheng Bian,Renpeng Chen,Zhigang Liang.Propagation of electromagnetic wave in the three phases soil media,Applied Mathematics and Mechanics-English Edition,2003,24(6):691-699.
中文期刊论文：
42.边学成,陈华晗,何波,宫小青.循环荷载下土工格栅加筋铁路道床累积沉降模型试验研究,土木工程学报,2019,52(8):120-128.
43.董亮,苏永华,付蕾,边学成.地下水降低对高速铁路桥梁群桩基础的影响,中国铁道科学,2019,40(4):1-9.
44.陈云敏,边学成.高速铁路路基动力学研究进展,2018,51(6):1-13.
45.李卓峰,林伟岸,朱瑶宏,边学成,叶俊能,高飞,陈云敏.坑底加固控制地铁基坑开挖引起土体位移的现场测试与分析,浙江大学学报(工学版),2017,51(8):1475-1481.
46.蒋红光,边学成,陈云敏,蒋建群,高速铁路轨道-路基列车移动荷载模拟的全比尺加速加载试验,土木工程学报,2015,48(9):85-95.
47.陈仁朋,陈金苗,汪焱卫,边学成,陈云敏,蒋建群.桩网结构路基应力传递特性及累积沉降规律.土木工程学报,2015,48，增刊2:241-245.
48.陈仁朋,汪焱卫,陈金苗,边学成.大振次列车动荷载作用下桩网加筋路堤土拱效应模型试验研究,2015,37(9):107-113.
49.Wu Gao,Yunmin Chen,Liangtong Zhan,Xuecheng Bian.Engineering properties for high kitchen waste content municipal solid waste,岩石力学与岩土工程学报（英文版）,2015,7(6):646-658.
50.边学成,李伟,李公羽,Erol Tutumluer.基于颗粒真实几何形状的铁路道砟剪切过程三维离散元分析,工程力学,2015,32(5):64-75.
51.边学成,李公羽,李伟,等.基于双平面镜三维成像的粗粒料形状特征分析,土木工程学报,2014,47(9):135-144.
52.陈仁朋,汪焱卫,陈金苗,边学成,陈文华.桩承式加筋路堤土拱及格栅受力模型试验研究,地下空间与工程学报,2014,10(6):1275-1280.
53.陈仁朋,赵星,蒋红光,边学成,陈云敏.水位变化对无砟轨道路基变形特性影响的研究,铁道学报,2014,36(3):87-93.
54.边学成,程翀,王复明,蒋建群,陈云敏.高速铁路路基沉降高聚物注浆修复后动力性能及长期耐久性的试验研究,岩土工程学报,2014,36(3):562-568.
55.蒋红光,边学成,徐翔,陈云敏,蒋建群.列车移动荷载下高速铁路板式轨道路基动力性态的全比尺物理模型试验,岩土工程学报,2014,36(2):354-362.
56.陈仁朋,王作洲,蒋红光,边学成.基于轨道板抗弯疲劳强度的不均匀沉降控制,浙江大学学报(工学版),2013,47(5):796-802.
57.Renpeng Chen,Xing Zhao,Zuozhou Wang,Hongguang Jiang,Xuecheng Bian.Experimental study on dynamic load magnification factor for ballastless track-subgrade of high-speed railway,岩石力学与岩土工程学报（英文版）,2013,5(4):306-311.
58.陈仁朋,王作洲,蒋红光,边学成.I型轨道-路基系统动力荷载放大系数模型试验研究,岩土力学,2013,34(4):1045-1052.
59.边学成,卢文博,蒋红光,陈云敏.粉土循环累积应变和残余动模量的试验研究,岩土力学,2013,34(4):974-980.
60.边学成,蒋红光,金皖锋,蒋建群,陈仁鹏,陈云敏.板式轨道-路基相互作用及荷载传递规律的物理模型试验研究,岩土工程学报,2012,34(8):1488-1495.
61.宋欢平,边学成,蒋建群,陈云敏.高速铁路路基沉降与列车运行速度关联性的研究,振动与冲击,2012,31(10):134-140.
62.边学成,宋广,陈云敏.Pasternak地基中土工格室加筋体的受力变形分析,工程力学,2012,29(5):147-155.
63.边学成,申文明,马祖桥,唐晓武,凌道盛.不同填土管涵土压力模型试验和数值模拟研究,土木工程学报,2012,45(1):127-133.
64.边学成,蒋红光,申文明,陈云敏.基于模型试验的高铁路基动力累积变形研究,土木工程学报,2011,44(6):112-119.
65.宋广,边学成,蒋建群,陈云敏.公路加筋路基的变形和承载力分析,上海交通大学学报,2011,45(5):653-658.
66.黄博,丁浩,陈云敏,边学成.交通荷载作用后粉质黏土不排水强度特性试验研究,岩土力学与工程学报,2010,29，增刊2:3986-3993.
67.申文明,唐晓武,边学成,陈云敏,宋广.地基不均匀沉降时埋地管涵纵向力学模型探讨,工业建筑,2010,40(10):82-85.
68.申文明,边学成,唐晓武,凌道盛,陈云敏.低填方上埋式管涵土压力的模型试验和理论研究,岩土工程学报,2010,7:1017-1022.
69.姜明,边学成,吴建国,黄建武,陈云敏,陈仁朋.海堤荷载下海积软土沉降的现场测试和数值模拟,岩土力学与工程学报,2009,1060-1067.
70.边学成,胡婷,陈云敏.列车交通荷载作用下地基土单元体的应力路径,土木工程学报,2008,41(11)：86-92.
71.边学成,胡婷.参数化分析列车运行产生的路堤–地基振动,Chinese Journal of Rock Mechanics and Engineering,2007,26(2):4353-4361.
72.边学成,曾二贤,陈云敏.列车交通荷载作用下软土路基的长期沉降,岩土力学,2008,29(11):2990-2996.
73.边学成,陈云敏.列车移动荷载作用下分层地基响应特性,岩土力学与工程学报,2007,26(1):182-189.
74.边学成.高速列车荷载作用下高架桥和地基振动分析,振动工程学报,2006,19(4):438-445.
75.边学成.临界移动速度荷载作用下地基的振动特性,浙江大学学报(工学版).2006,40(4):672-675.
76.边学成,陈云敏.基于2.5维有限元方法分析列车荷载产生的地基波动,岩石力学与工程学报,2006,25(11):2335-2342.
兼任中国土木工程学会交通岩土专委会副主任委员，国际土力学与岩土工程协会(ISSMGE)交通岩土委员会(TC202)执行委员、国际期刊《Transportation Geotechnics》编委，浙江省力学学会副理事长。