Su Rui,Lv Yue,Su Qian,Pei Yanfei. Development of composite-phase change microcapsule coating and numerical investigation on its effect in ballastless track slabs[J]. Construction and Building Materials,2023,375.

Zhang Qi,Su Qian,Liu Baosen,Pei Yanfei,Zhang Zongyu,Chen De. Comprehensive performance evaluation of high embankments in heavy-haul railways using an improved extension model with attribute reduction algorithm[J]. Journal of Intelligent & Fuzzy Systems,2023,44(2).

Huang Z, Su Q, Huang J, et al. Field assessment of a subgrade-culvert transition zone constructed with foamed concrete in the ballasted railway[J]. International Journal of Rail Transportation, 2023: 1-23.

Deng Zhixing,Wang Wubin,Yan Tengfei,Xie Kang,Li Yandong,Liu Yangyang,Su Qian. In Situ Experimental Study of Natural Diatomaceous Earth Slopes under Alternating Dry and Wet Conditions[J]. Water,2022,14(5).

Su Qian,Deng Zhixing,Wang Xun,Jia Wenyi,Niu Yunbin. Experimental Study of the Dynamic Characteristics of a New Antidrainage Subgrade Structure for High-Speed Railways in Diatomaceous Earth Areas[J]. Materials,2022,15(2).

Chen De,Qian Qingting,Shen Mingliang,Wang Si,Yuan Lv,Guo MinRu,Su Qian,Ye Anjun. A new automatic measurement system for high-speed railway substructure settlement based on hydrostatic pressure difference levelling[J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit,2022,236(1).

Liu Kaiwen,Qiu Ruizhe,Su Qian,Ni Pengpeng,Liu Bao,Gao Jun,Wang Tengfei. Suffusion response of well graded gravels in roadbed of non-ballasted high speed railway[J]. Construction and Building Materials,2021,284.

Liu, KW; Yue, F; Su, Q; Zhou, CB; Xiong, ZP; He, Y. Assessment of the use of fiberglass-reinforced foam concrete in high-speed railway bridge approach involving foundation cost comparison [J]. ADVANCES IN STRUCTURAL ENGINEERING,2020,23(02).

Li, T; Su, Q; Kaewunruen, S. Seismic metamaterial barriers for ground vibration mitigation in railways considering the train-track-soil dynamic interaction[J]. CONSTRUCTION AND BUILDING MATERIALS,2020,260.

Li, T; Su, Q; Kaewunruen, S. Influences of dynamic material properties of slab track components on the train-track vibration interactions[J]. ENGINEERING FAILURE ANALYSIS,2020,115.

Shi, XN; Huang, JJ; Su, Q. IExperimental and numerical analyses of lightweight foamed concrete as filler for widening embankment[J]. CONSTRUCTION AND BUILDING MATERIALS,2020,250.

Zhao, WH; Su, Q; Han, F; Wang, WB, Q. Study on the Heat of Hydration and Strength Development of Cast-In-Situ Foamed Concrete[J]. ADVANCES IN MATERIALS SCIENCE AND ENGINEERING,2020,2020.

 Li, T; Su, Q; Kaewunruen, S, Q. Influences of piles on the ground vibration considering the train-track-soil dynamic interactions[J]. COMPUTERS AND GEOTECHNICS,2020,120.

Huang, X; Ge, J; Kaewunruen, S; Su, Q, Q. The Self-Sealing Capacity of Environmentally Friendly, Highly Damped, Fibre-Reinforced Concrete[J]. MATERIALS,2020,13(02).

Liu, KW; Yue, F; Su, Q; Liu, B; Zhou, PF. Investigation of Concrete Base-Roadbed Surface Contact Variation-Induced Vibration Characteristics of Vehicle-Slab Track-Subgrade System considering Fluid-Solid Interaction [J]. SHOCK AND VIBRATION,2019,2019.

Huang, JJ; Su, Q; Cheng, YM; Liu, B; Liu, T. Improved performance of the subgrade bed under the slab track of high-speed railway using polyurethane adhesive [J]. CONSTRUCTION AND BUILDING MATERIALS,2019,208.

Chen, D; Han, S; Ling, C; Su, Q. Prediction of asphalt mixture surface texture level and its distributions using mixture design parameters [J]. INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING,2019,20(05).

Yan, Y; Li, T; Liu, J; Wang, WB; Su, Q. Monitoring and early warning method for a rockfall along railways based on vibration signal characteristics [J]. SCIENTIFIC REPORTS,2019,9.

Li, T; Su, Q; Shao, K; Liu, J.Numerical Analysis of Vibration Responses in High-Speed Railways considering Mud Pumping Defect[J].SHOCK AND VIBRATION,2019,2019.

Huang, JJ; Su, Q; Liu, T; Wang, W.Behavior and Control of the Ballastless Track-Subgrade Vibration Induced by High-Speed Trains Moving on the Subgrade Bed with Mud Pumping[J].SHOCK AND VIBRATION,2019,2019.

Liu, KW; Su, Q; Ni, PP; Zhou, CB; Zhao, WH; Yue, F.Evaluation on the dynamic performance of bridge approach backfilled with fibre reinforced lightweight concrete under high-speed train loading[J].COMPUTERS AND GEOTECHNICS,2018，104.

Chen, D; Ling, C; Wang, TT; Su, Q; Ye, AJ.Prediction of tire-pavement noise of porous asphalt mixture based on mixture surface texture level and distributions[J].CONSTRUCTION AND BUILDING MATERIALS,2018,173.

Huang, JJ; Wang, W; Su, Q; Li, T; Wang, X.Deformation and failure modes of embankments on soft ground reinforced by plain concrete piles[J].ROCK AND SOIL MECHANICS,2018,39(05).

Huang, JJ; Su, Q; Wang, W; Wang, X; Guo, HQ.Vibration Behavior and Reinforcement Effect Analysis of the Slab Track-Subgrade with Mud Pumping under Cyclic Dynamic Loading: Full-Scale Model Tests[J].SHOCK AND VIBRATION,2018,2018.

Zhao, WH; Su, Q; Wang, WB; Niu, LL; Liu, T.Experimental Study on the Effect of Water on the Properties of Cast In Situ Foamed Concrete[J].ADVANCES IN MATERIALS SCIENCE AND ENGINEERING,2018,2018.

Qian, Y; Wang, P; An, BY; Chen, R; Li, WB; Xu, JM; Su, Q.Profile Optimization of No. 12 Heavy Haul Railway Fixed Frog with 75 kg.m(-1) Rail[B].RAILWAY DEVELOPMENT, OPERATIONS, AND MAINTENANCE: PROCEEDINGS OF THE FIRST INTERNATIONAL CONFERENCE ON RAIL TRANSPORTATION 2017 (ICRT 2017),2018.

Zhao, WH; Huang, JJ; Su, Q; Liu, T.Models for Strength Prediction of High-Porosity Cast-In-Situ Foamed Concrete[J].ADVANCES IN MATERIALS SCIENCE AND ENGINEERING,2018,2018.

Huang, JJ; Su, Q; Zhao, WH; Li, T; Zhang, XX.Experimental study on use of lightweight foam concrete as subgrade bed filler of ballastless track[J].CONSTRUCTION AND BUILDING MATERIALS,2017,149.

Liu, B; Su, Q; Liu, T; Li, T.Dynamic response of water saturated subgrade surface layer under high speed train using moving element method[J].JOURNAL OF VIBROENGINEERING,2017,19(05).

Liu, KW; Rowe, RK; Su, Q; Liu, B; Yang, ZX.Long-term reinforcement strains for column supported embankments with viscous reinforcement by FEM[J].GEOTEXTILES AND GEOMEMBRANES,2017,45(04).

Liu, B; Su, Q; Li, T; Gui, B.Analysis of dynamic response of saturated porous media by moving element method[J].ROCK AND SOIL MECHANICS,2017,38(07).

Liu, B; Pham, DP; Su, Q; Gui, B.Deformation characteristics of subgrade graded gravel with different water contents[J].ROCK AND SOIL MECHANICS,2016,37(05).

Bai, H; Wang, WB; Liao, ZY; Liu, B; Su, Q.Model test study of stress and deformation of chair-shaped pile retaining structure on soft-rock steep slope[J].ROCK AND SOIL MECHANICS,2015,36.

Huang, JJ; Su, Q; Liu, T; Wang, X.Vibration and Long-Term Performance Analysis of Pile-Plank-Supported Low Subgrade of Ballastless Track under Excitation Loads[J].SHOCK AND VIBRATION,2015,2015.

Su Qian, Zhang Xiao-xi, Yin Pingbao, Zhao Wenhui. Ultimate capacity  analysis and determination position of failure for uplift piles,  Mathematical Problems in Engineering 2014,540143,6 (SCI);

Su, Q; Yao, JK; Hao, J; Sun, W.The Stability Monitoring of High Fill Soggy Railway Embankment in Chongqing Steel Plant[S].MODERN TECHNOLOGIES IN MATERIALS, MECHANICS AND INTELLIGENT SYSTEMS,2014,1049.

Zhou, CB; Su, Q; Bai, H; He, Y; Zhao, WH.Study on Engineering Behavior of Non-Embedded Pile-Board Structure Crossing Over-Shallow-Embedded Metro[S].ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV,2014,580-583.

Jiang, K; Su, Q; Bai, H; Feng, X.Researching on the Mechanic Properties of Early-Strength Polyurethane Concrete and Its Affecting Factors[S].EXPERIMENTAL AND APPLIED MECHANICS,2014,518.

Su, Q; Zhang, J; Zhao, WH; Zhang, LC.The Load Carrying Mechanism of Plate-Chair Type Retaining Structure[S].ADVANCES IN TRANSPORTATION, PTS 1 AND 2,2014,505-506.

Su, Q; Zhang, J; Liu, B; Zhang, LC.Seismic Stability Analysis of High-Fill Embankment[S].ADVANCES IN TRANSPORTATION, PTS 1 AND 2,2014,505-506.

Su, Q; Jiang, W; Yao, JK; Sun, W; Yang, LG. Analysis on Genesis of Frost Damage to Taiyuan-Zhongwei-Yinchuan Railway Subgrade in Seasonal Permafrost Region.[S]. ADVANCES IN TRANSPORTATION, PTS 1 AND 2, 2014: 505-506.

Su, Q; Zhang, XX; Yin, PB; Zhao, WH. Ultimate Capacity Analysis and Determination of the Position of Failure Surface for Uplift Piles.[J]. EMATICAL PROBLEMS IN ENGINEERING,2014,2014.

Zhang X, He S, Su Q, et al. Seismic stability analysis of pre-stressed rope of anti-slide retaining wall[J]. Geotechnical and Geological Engineering, 2013, 31: 1393-1398.

Su, Q; Huang, JJ; Liu, B; Li, YJ. Deformation and failure characteristics of embankment upon the slope in permafrost area under different foundation slope.[S]. ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4,2013, 353-356.

Su, Q; Jiang, W; Zhang, XX; Li, YJ; Yang, LL. An overview of foreign matter invasion systems for high speed railways.[S]. MACHINE DESIGN AND MANUFACTURING ENGINEERING II, PTS 1 AND 2,2013, 365-366.

Su, Q; Zhang, WC; Zhang, LS; Zhang, J. Deformation monitoring and evaluating technology for subgrade of unballasted track on Lan-Xin passenger dedicated line.[S]. ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2,2013, 351-352.

Huang, JJ; Su, Q; Zhang, LC; Li, YJ; Liu, B. Rapid treatment technique of diseases of the rocking axle bearing of railway simply supported beam bridge.[S]. ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2,2013, 351-352.

Qian Su,Huang, Junjie;Li, Shiyu,Hu, Huixing. Analysis of Failure Modes  and Mechanism of Subgrade under Earthquakes and Recommendations for  Improving Seismic Design, Applied Mechanics and Materials,2012: pp 398-402;

Bai, H; Su, Q; Li, X; Sun, HL; Huang, JJ; Chen, SY. DISCUSSION ON CALCULATION THEORIES AND PARAMETERS INFLUENCE ANALYSIS OF PILE-RAFT FOUNDATION IN HIGH-SPEED RAILWAY SUBGRADE [B]. NEW TECHNOLOGIES OF RAILWAY ENGINEERING, 2012.

 Li, DX; Liu, XB; Su, Q. Testing Analysis of Foundation Settlement and Deformation on Overall Structure of Piled Raft [B]. INNOVATION AND SUSTAINABILITY OF MODERN RAILWAY,2012.

Wang, X; Su, Q; Xiao, H. Field test research of pile-plank structure on Zhengzhou-Xi'an high-speed railD [S]. PROGRESS IN POWER AND ELECTRICAL ENGINEERING, PTS 1 AND 2, 2012, 354-355.

Su, Q; Huang, JJ; Li, SY; Hu, HX. Analysis of Failure Modes and Mechanism of Subgrade under Earthquakes and Recommendations for Improving Seismic Design [S]. VIBRATION, STRUCTURAL ENGINEERING AND MEASUREMENT I, PTS 1-3, 2012, 105-107: 1-3.

 Su Qian,Bai Hao,Liang Long-Biao,Li Xing. Construction Technique of  Pile-Board Subgrade Crossing Over-Shallow-Embedded Metro in Deep Soft  Ground, Applied Mechanics and Materials,2011:p 388-392 (EI);

Li Xing,Su Qian;Niu, Xiaozhou,Huang, Junjie,Zhang, Wenchao.Source.  Optimization Method for Curve Adjusting Calculation of Continuously  Welded Rail Track Based on Coordinate Measurement, ICTE 2011: p 1743-1748 (EI);

Huang Junjie, Su Qian;Bai Hao;Zhong Biao;Jiang Haoran. Theory and  Method of Dynamic Monitoring for Superhigh Fill Station Subgrade  Stability in Three Gorges Reservoir, ICTE 2011: pp:1842-1848 (EI);

 Su, Q.,Cheng, M.,Wang, B., and Bai, H. Settlement Calculation of Piled  Raft Foundation in Soft Soil Section of High-Speed Railway. ICCTP 2011:  pp. 3213-322 (EI);

Su, Q.,Cheng, M.,Wang, B., and Bai, H. Load Sharing and Its Time Effect  on Piled Raft Foundations under High Embankmen. ICCTP 2011: pp.  1396-1402 (EI);

Xun Wang,Qian Su,Hong Xiao Field test research of pile-plank structure  on Zhengzhou-Xi'an high-speed rail, ICEESD 2011:pp. 354-355 (EI);

Su Qian,Bai Hao ,Wang Xun,Jiang Hao-ran. In-Situ Test on Fatigue  Characteristics of Top-Mounted Dividable Pile-Board Subgrade for  High-Speed Railway. Journal of Southwest Jiaotong University,2010,01:8-12.(EI);

Su Q, Cai Y, Zhou H B. Geogrid- and geocell-reinforced sand blanket:  large-scale model test and the ability to reduce deformation, Seventh  ternational Conference on Geosynthetics, 2002, 1: 427-430 (EI);

邓浩然,肖杭,余雷,褚宇光,黄俊杰,苏谦.架空式桩板结构动力特性原位激振试验研究[J/OL].铁道科学与工程学报:1-13[2023-04-14].

孙凯强,刘惊灏,苏谦,程李娜,牛云彬,李艳东.基于地质BIM模型与有限元分析的铁路高边坡多源融合健康监测[J/OL].铁道标准设计:1-7[2023-04-14].

徐凯,刘惊灏,苏谦,程李娜,李艳东.基于BIM精细设计模型融合FEM的铁路高边坡稳定性分析[J/OL].铁道标准设计:1-7[2023-04-14].

刘惊灏,苏谦,陈俊杰,裴彦飞,董敏琪.基于WebGL扩展模型的铁路运维可视化研究[J].铁道科学与工程学报,2022,19(04):892-900.

董敏琪,苏谦,黄志超,程鹏,裴彦飞,刘宝森.双块式无砟轨道机械抬升方案设计及注浆加固效果研究[J].铁道科学与工程学报,2022,19(02):319-326.

田宇飞,苏谦,孙凯强,徐凯,陈俊杰,刘惊灏.基于Cesium的边坡可视化监测平台研究[J].路基工程,2022(06):152-158.

贺琛方,苏谦,苏芮,董敏琪,李艳东,王迅.钢管混凝土桩加固巨型溶洞回填体离心模型试验研究[J].铁道建筑,2022,62(12):143-148.

梁经纬,苏谦,钱海啸,贺琛方,石林川.基于博弈论及集对分析的边坡支护工程安全风险评估[J].铁道标准设计,2022,66(07):53-59+64.

裴彦飞,苏芮,苏谦.基于BIM的中低速磁浮土建构件管理平台开发[J].铁道标准设计,2022,66(01):37-40+48.

钱海啸,苏谦,李艳东,李茂,邓志兴,高升,张钊.上宁线路堑边坡变形及含水分布规律监测研究[J].铁道建筑,2021,61(11):86-90.

杨耀武,苏谦,杨晨.综合管廊交付施工BIM技术方案[J].四川建筑,2021,41(05):243-246.

张乐,王武斌,苏谦,程李娜,谢康.聚氨酯碎石防水层力学行为的数值模拟研究[J].路基工程,2021(05):143-147.

谢康,陈晓斌,尧俊凯,苏谦,陈龙,吴梦黎.基于机器视觉的建筑垃圾填料物质组分图像分析方法[J].华南理工大学学报(自然科学版),2021,49(10):50-58+69.

谢康,周珩,张乐,陈晓斌,苏谦,王业顺.桩基悬臂式挡墙组合结构设计理论研究[J].中南大学学报(自然科学版),2021,52(07):2349-2359.

肖芳炎,苏谦.电化学整治铁路路基基床病害试验研究[J].路基工程,2021(03):197-201.

李婷,苏谦,崔雅莉,郭惠芹.椅式桩板墙加固土质高边坡地段高填方路基模型试验研究[J].铁道学报,2021,43(05):153-159.

肖芳炎,苏谦,张棋,邵康,陈城,黄志超.电化学加固方法整治铁路路基翻浆冒泥试验研究[J].铁道建筑,2020,60(10):94-98.

王子昂,王武斌,苏谦,付伟庆,吴浩,肖玉林.新建铁路大临线临沧站站场路基沉降评估分析[J].铁道科学与工程学报,2020,17(07):1688-1698.

谢康,王武斌,苏谦,石林川,陈城.无砟轨道聚氨酯碎石防排水型基床动力响应研究[J].路基工程,2020(03):1-5.

牛乐乐,苏谦,王牧麒,张棋,周珩,赵莉香.基于AHP的路堑护坡风险动态加权综合评估模型研究[J].铁道标准设计,2020,64(05):42-50.

郭春梅,苏谦,刘杰,周珩,郭源浩.框架式抗滑支挡结构力学特性及其关键设计参数研究[J].路基工程,2019(06):13-17.

邵康,苏谦,刘凯文,李婷,周珩.竖向受压下考虑安装扰动螺旋钢桩数值模拟分析与现场载荷试验[J].岩石力学与工程学报,2019,38(12):2570-2581.

郭春梅,郜永杰,黄俊杰,苏谦.无砟轨道路基基床翻浆注胶加固模型试验研究[J].铁道科学与工程学报,2019,16(10):2387-2394.

王希云,牛乐乐,苏谦,邵康,刘凯文.螺旋钢桩加固既有铁路路基与边坡技术[J].铁道建筑,2019,59(06):97-100+122.

李婷,苏谦,刘宝,夏昊.加筋土挡墙水平位移解析计算与参数分析[J].中国公路学报,2019,32(05):47-56.

赵文辉,苏谦,李婷,黄俊杰.高速铁路基床底层泡沫轻质土填料试验研究[J].振动与冲击,2019,38(06):179-186.

周珩,苏谦,杨智翔,郭春梅.软土地基双排桩基础悬臂式挡土墙受力变形的现场测试及数值模拟分析[J].铁道建筑,2019,59(03):88-91.

周珩,苏谦,姚裕春,杨威.双排桩基悬臂式挡土墙结构计算方法研究[J].铁道科学与工程学报,2019,16(03):654-663.

李栋,苏谦,刘亭,谢康,郭源浩.高速铁路桩板结构路桥过渡段无砟轨道动力特性试验研究[J].铁道标准设计,2019,63(10):56-60.

王希云,邵康,苏谦,刘凯文,邹婷.单叶片螺旋钢桩竖向承载特性数值分析[J].铁道标准设计,2019,63(07):66-71.

黄俊杰,石晓娜,苏谦,王薇,王武斌.路堤下复合地基素混凝土桩受力特征和破坏机理[J].西南交通大学学报,2019,54(05):945-952+988.

周珩,苏谦,刘杰,郭春梅.非埋式桩板结构路基水平承载试验研究[J].铁道标准设计,2019,63(05):26-30.

曹利,邵康,刘杰,苏谦,刘凯文.螺旋钢桩加固土质边坡稳定性分析[J].铁道标准设计,2019,63(03):60-64.

谢康,苏谦,黄俊杰,郭源浩,杨国涛,刘宝.无砟轨道路基聚氨酯碎石联结层力学性质研究[J].铁道标准设计,2019,63(01):21-25.

孙立,杨威,黄俊杰,苏谦.翻浆状态下无砟轨道路基动力响应特征模型试验研究[J].铁道标准设计,2019,63(01):10-15.

白皓,杨智翔,梁栋,苏谦.横向荷载下椅式桩板墙模型试验研究[J].工业建筑,2018,48(09):111-116+175.

谢康,苏谦,王牧麒,徐金辉,刘宝.下承式拱桥上无缝线路设计及纵向力影响因素分析[J].铁道建筑,2018,58(09):98-101.

邵国霞,尹紫红,朱波,蒋良潍,苏谦.铁路超重货物作用下轨道路基动态响应试验研究[J].铁道科学与工程学报,2018,15(07):1685-1692.

吾望超,苏谦,刘亭,王武斌.应用高聚物复合结构层整治基床翻浆冒泥技术研究[J].铁道建筑,2018,58(06):97-99.

王牧麒,但鹏飞,苏谦.轻质混凝土在路基结构中的应用研究[J].华东公路,2018(03):62-64.

姚裕春,苏谦,周珩,李井元.双排桩基悬臂式挡墙受力及变形特征研究分析[J].铁道工程学报,2018,35(06):11-15.

尹紫红,赵丰年,高雪,蒋良潍,苏谦.多量程土压力盒标定工装及试验研究[J].西南交通大学学报,2018,53(06):1211-1219.

钱瑶,王平,苏谦,安博洋,徐井芒.轨底坡对高速铁路轮轨接触行为影响分析[J].铁道工程学报,2018,35(03):18-25.

黄俊杰,王薇,苏谦,李婷,王迅.素混凝土桩复合地基支承路堤变形破坏模式[J].岩土力学,2018,39(05):1653-1661.

邱恩喜,苏谦,薛元,肖朝乾.云桂高速铁路六郎隧道出口边坡稳定性分析及整治方案[J].铁道建筑,2017,57(12):64-66+70.

邵国霞,苏谦,尹紫红,李婷,谢康,曹政国.不同垫层下管桩复合地基现场对比试验研究[J].西南交通大学学报,2018,53(02):279-285.

赵文辉,苏谦,李婷,黄俊杰,冯浩.玻璃纤维增强泡沫轻质混凝土力学性能的试验研究[J].工业建筑,2017,47(09):110-114+80.

黄俊杰,苏谦,赵文辉,王武斌.复合土工膜封闭特殊土路基动态性能模型试验研究[J].西南交通大学学报,2017,52(05):919-925.

苏谦,姜瑞雪,赵文辉,郭源浩,王亚威.泡沫轻质混凝土浇筑效果影响因素及机理分析[J].铁道建筑,2017,57(08):143-145+150.

邵康,苏谦,黄俊杰,何雨.现代有轨电车路基沉降与动应力测试研究[J].铁道标准设计,2017,61(08):47-50.

吴连海,杨广庆,张青波,孙宏伟,张利国,焦瑞玲,苏谦.高速铁路加筋土挡墙动响应规律现场试验[J].西南交通大学学报,2017,52(03):546-553.

陈德,韩森,苏谦,漆祥.沥青混合料表面构造水平及分布特性预测模型[J].东南大学学报(自然科学版),2017,47(03):599-606.

刘宝,苏谦,刘亭,李婷.饱和多孔介质不同动力耦合形式数值分析[J].振动与冲击,2017,36(09):146-152+213.

陈德,韩森,苏谦,韩霄.基于抗滑降噪性能的沥青路面表面构造评价指标[J].浙江大学学报(工学版),2017,51(05):896-903.

陈德,韩森,苏谦.基于沥青混合料表面构造特性的集料设计参数[J].西南交通大学学报,2017,52(05):943-948.

刘宝,苏谦,李婷,桂波.饱和多孔介质动力响应移动单元法分析[J].岩土力学,2017,38(07):2071-2079.

王武斌,赵文辉,苏谦,黄俊杰,桂波.聚丙烯纤维增强泡沫轻质混凝土力学性能试验研究[J].铁道建筑,2017(02):146-150.

邵国霞,苏谦,陈尚勇,白皓,王武斌.柔性荷载作用下桩筏加固地基变形特性试验研究[J].西南交通大学学报,2017,52(01):30-37.

钱瑶,王健,王平,安博洋,苏谦,徐井芒.不同钢轨廓形下高速铁路轮轨型面匹配[J].西南交通大学学报,2017,52(02):232-238.

刘宝,苏谦,赵文辉,刘亭,PHAM Duc Phong,周珩.P波在饱和粗颗粒夹层界面上的反射和透射[J].西南交通大学学报,2017,52(02):280-287.

陈德,韩森,韩霄,苏谦,王兆宇.基于微观结构的多孔沥青混合料吸声模型[J].建筑材料学报,2017,20(04):575-581.

姚裕春,李安洪,苏谦.陡坡椅式桩板结构受力模式及计算方法分析[J].铁道工程学报,2016,33(08):71-76.

邱恩喜,苏谦,薛元,刘洋.旱塘坡隧道口斜坡变形分析及防护措施研究[J].铁道工程学报,2016,33(07):41-45.

苏谦,赵文辉,王亚威,刘宝,刘杰.泡沫轻质混凝土单轴循环加卸载试验研究[J].铁道标准设计,2016,60(08):21-25.

刘宝,苏谦,PHAM Duc Phong,白皓,LAM Thi Huyen Hanh.不同含水状态级配碎石临界动应力及变形规律研究[J].铁道学报,2016,38(06):100-107.

廖知勇,白皓,苏谦,刘亭.软土地区非埋式桩板路基适用性分析[J].铁道建筑,2016(05):135-138.

刘宝,PHAM Duc Phong,苏谦,桂波.不同含水状态下基床级配碎石填料变形特性研究[J].岩土力学,2016,37(05):1365-1372.

苏谦,赵文辉,王亚威,刘亭.泡沫轻质混凝土力学特性试验研究[J].铁道建筑,2016(04):144-148.

江凯,苏谦,冯旭.早强型含水不饱和聚氨酯混凝土力学性能[J].交通运输工程学报,2016,16(02):10-17.

江凯,苏谦,白皓,刘朝军.大数据环境下高速铁路线下结构检测数据管理平台设计与分析[J].铁道标准设计,2016,60(03):24-28.

苏谦,赵文辉,王亚威,陈忠平.高速公路深厚软基路桥过渡段处理方案技术经济比较[J].公路,2016,61(01):52-56.

苏谦,王亚威,赵文辉,朱俊杰,刘杰.早强剂对泡沫轻质混凝土抗压强度及弹性模量的影响试验研究[J].铁道建筑,2015(12):138-141.

刘亭,苏谦,赵文辉,刘宝,黄俊杰.板式无砟轨道路基翻浆整治效果研究[J].铁道学报,2015,37(12):88-95.

张文超,苏谦,黄俊杰,王武斌,蒋薇.高速铁路线下工程沉降差压式精密测量系统[J].西南交通大学学报,2015,50(04):669-675.

白皓,王武斌,廖知勇,刘宝,苏谦.软岩陡坡椅式桩支挡结构受力变形模型试验研究[J].岩土力学,2015,36(S2):221-228.

刘宝,苏谦,赵文辉,张健,张礼财.京沪高铁深埋式桩板结构设计计算方法分析[J].铁道建筑,2015(04):113-116.

蒋薇,苏谦,张晓曦,周珩.地震作用下加筋土边坡滑裂面的确定方法[J].西南交通大学学报,2015,50(01):156-160.

张文超,苏谦,刘亭,刘宝,孙文.基床翻浆条件下无砟轨道路基振动特性研究[J].岩土力学,2014,35(12):3556-3562+3568.

邵国霞,苏谦. 某客运专线隧道岩溶处理方案技术经济比较. 铁道标准设计,2014,01:102-104;

张晓曦,苏谦. 倾斜荷载下条形锚板破裂面与极限抗拔承载力. 地下空间与工程学报,2014,01:122-127;

白皓,苏谦,胡国玺,徐海铭,王武斌. 软岩边坡椅式桩板结构受力变形机理数值计算分析. 铁道建筑,2014,07:95-98.

赵莉香,苏谦,高波. 构建高校科研团队考核体系. 中国高校科技,2013,03:40-41.(EI);

赵莉香,苏谦,高波. 高校科研监管机制改革研究. 科学管理研究,2013,06:33-36.(EI);

白皓,苏谦,郑键斌,胡会星. 岩质陡坡椅型桩板结构路基设计计算方法与分析. 铁道建筑,2013,01:56-58;

蒋薇,苏谦,黄俊杰,杨玲玲,乔珊. 既有桥梁低标号桩基承台加固设计分析. 铁道建筑,2013,01:11-13;

刘家兵,赵文辉,苏谦,刘宝,白皓. 斜交超浅埋地铁段桩板结构路基的设计与施工研究. 路基工程,2013,03:30-33;

赵莉香,苏谦,高波. 高校二级学院科研监管机制研究. 中国科技信息,2013,14:174-175;

苏谦, 黄俊杰, 白皓, 李星, 田宁. 铁路站场岩溶地基加固补强技术与效果分析, 岩土力学, 2013,v 34,n 3:776-782 (EI);

黄俊杰, 苏谦, 钟彪, 白皓, 王武斌. 多年冻土斜坡路基失稳变形影响因素及特征研究, 岩土力学, 2013,v 34,n 3:703-710 (EI);

苏谦, 白皓, 黄俊杰, 李星. 埋入式连续桩板结构温度效应计算方法, 西南交通大学学报, 2012,02:181-186 (EI);

白皓, 苏谦, 黄俊杰, 郑键斌, 王迅. 非埋式桩板路基动力特性原位激振试验研究, 岩土力学, 2012,v 33,n 12:3753-3758 (EI);

马斌,白皓,周珩,苏谦. 客运专线深大排桩围护基坑安全影响因素及对策分析. 路基工程,2012,03:168-172;

黄俊杰,苏谦,周珩,郑键斌. 岩溶地区既有桩基础病害加固设计及数值分析. 工业建筑,2012,07:166-170;

白皓,苏谦,梁龙标,王武斌,毛泽宇. 新建铁路路基斜交超浅埋地铁的变形监控与安全评估. 中国安全科学学报,2011,07:144-150;

 苏谦, 白皓, 黄俊杰, 李星, 张文超. 刚性地基低路堤长期动力特性原位试验研究, 土木工程学报, 2011,v 44:147-151 (EI);

苏谦,钟彪,王迅,黄俊杰,白皓. 青藏铁路多年冻土斜坡路基失稳变形特性, 中南大学学报, 2010,v 41,n 5:1938-1944 (EI);

苏谦,钟彪,白皓,等. 基于滑坡破坏模式的桥台位移耦合计算, 土木工程学报, 2010,v 43:567-572 (EI);

唐第甲,苏谦. 桩板结构路基自振频率研究. 四川建筑,2010,02:69-70;

杨陈承,苏谦. 高速铁路路基级配碎石层导热系数试验研究. 四川建筑,2010,02:67-68;

白皓,苏谦,钟彪. 郑西客运专线埋入式连续桩板结构仿真分析. 路基工程,2010,03:70-72;

苏谦, 李安洪,罗照新,王迅. 桩顶加筋灰土垫层理论分析与工程设计探讨, 岩土力学, 2008,v 29,n 10:2688-2690 (EI);

苏谦, 唐第甲,刘深. 青藏斜坡粘土冻融循环物理力学性质试验, 岩石力学与工程学报, 2008,v 27,s 1:2990-2994 (EI);

崔维秀,苏谦,丁兆锋. 武广客运专线软基处理措施与工后沉降分析. 路基工程,2008,01:36-37;

丁兆锋,苏谦,崔维秀. 郑西客运专线桩板结构室内动态模型试验技术. 路基工程,2008,01:38-40;

王胜,李云华,苏谦. 基于GEO-SLOPE的高陡路基稳定性分析. 路基工程,2008,05:138-140;

姚洪锡,苏谦,陈潇. 青藏线多年冻土区斜坡路基地震稳定分析及抗滑措施研究. 中国科技论文在线,2009,07:512-516;

苏谦,李安洪,丁兆锋,崔维秀. 郑西客运专线深厚湿陷性黄土地基桩板结构设计分析. 铁道建筑技术,2007,02:1-4;

周飞,苏谦,马斌. 有限元模拟分析地基系数K_(30)与变形模量的关系. 路基工程,2007,05:93-94;

苏谦,马玲,周飞. 高速铁路路基压实标准E_(vd)特性三维动态有限元分析. 铁道建筑,2007,11:37-40;

苏谦,刘昌清,李安洪,罗照新. 郑西客运专线深厚湿陷黄土地基DDC桩法分析及沉降计算研究. 铁道标准设计,2006,05:23-25;

赵勇,苏谦,罗照新. 桩网结构控制黄土地基工后沉降的计算与分析. 路基工程,2006,04:32-34;

马斌,丁兆锋,苏谦. 竖向荷载作用下桩板结构仿真分析. 路基工程,2006,06:84-86;

罗一农,刘会娟,苏谦. 动应力对支挡结构安全性影响的分析.铁路客运专线建设技术交流会论文集,2005:5;

苏谦,孙莺,王迅. 郑西客运专线深厚湿陷性黄土地基DDC桩法及沉降控制研究.铁路客运专线建设技术交流会论文集会,2005:3;

杨广庆,蔡英,苏谦. 高路堤加筋土挡土墙的变形和受力研究, 岩石力学与工程学报, 2003,02:321-326 (EI);

曹新文,蔡英,苏谦. 土工格室和土工网改善基床动态性能模型试验, 西南交通大学学报, 2001,04:350-354 (EI);

苏谦,蔡英. 高速铁路路基结构空间时变系统耦合动力分析, 西南交通大学学报, 2001,05:509-513 (EI);

苏谦,蔡英. 土工格栅、格室加筋砂垫层大模型试验及抗变形能力分析, 西南交通大学学报, 2001,02:176-180 (EI);

苏谦,蔡英. 高速铁路级配碎石基床表层不同厚度动态大模型试验研究. 铁道标准设计,2001,08:2-4;

苏谦,贺洪松,蔡英. 振动车压道试验研究. 铁道建筑技术,2001,05:33-36+0;

苏谦,蔡英. 高速铁路路基结构变形分析. 路基工程,2000,01:1-3;

曹新文,蔡英,苏谦. 高速铁路路基变形控制值的研究. 路基工程,1998,02:38-41+71;