硕士生导师
学历:博士研究生毕业
学位:工学博士学位
办公地点:西南交通大学九里校区土木馆1311
主要任职:硕士生导师
毕业院校:中国科学院力学研究所
所在单位:土木工程学院
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[1]国内发明专利:波浪作用下海床动力响应实验设备及模拟实验方法(专利号:ZL 201810073593.2),授权日期:2024.2.6)(发明人:杨兵,郑东生,杨涛,冯君,陶志平)
[2]实用新型专利:一种测试盾构渣土保水率的装置 (专利号:ZL2023 2 0214148.X)
授权日期:2023.07.07(发明人:杨兵;靳利安;陈齐民,王国义;杨浩礼等)
[3]国际发明专利:A simulation test device for overburden slope instability (专利号:Lu500640),授权日期:2022.3.9 (发明人:杨兵)
[4]国际发明专利:An active method of slope draining and device (专利号:S87460),授权日期:2022.11.29 (发明人:杨兵)
[5]实用新型专利:一种新型边坡防落石结构 (专利号:ZL202123255358.3)
授权日期:2022.06.07(发明人:杨兵;富海鹰;杨涛;冯君)
[6]实用新型专利:波浪作用下海床动力响应实验设备 (专利号:ZL201820134153.9)
授权日期:2018.08.14(发明人:杨兵;郑东生;杨涛;冯君;陶志平)
[7]实用新型专利:一种模拟滑坡界面摩擦效应的装置 (专利号:ZL 2018 2 1031515.8)
发文日期:2018.12.25(发明人:杨兵;卓林波)
[8] 发明专利:一种模拟斜坡海床的土体制备装置及方法(专利号:ZL 2010 10277593.8).授予日期:2010.9.8. (曹静;高福平;张恩勇;韩希霆;沙勇;杨兵;吴应湘)
[9] 发明专利:波流-结构物-海床’动力耦合实验模拟方法及其装置(专利号:ZL200410033634. 3),授予日期:2006.05.24(高福平;吴应湘;郑之初;杨兵;周永;李茜)
[10]发明专利:渗透变形诱导海底管道地基悬空的模拟方法及装置(专利号:ZL 2005 1 0102995.3) 授权日期:2007.8.22(高福平;闫术明;杨兵;吴应湘)
目前已发表学术论文50余篇,其中SCI论文19篇,EI论文26篇。授权发明专利6项,授权实用新型专利4项。主编本科教材1部,参编教材2部,主编研究生教材1部。参编英文专著1部。
发表论文:
1. Bing Yang, Fei Yang, Xusheng Zheng, Zhongquan Jiang, Siqi Shu, Haoli Yang, Guoyi Wang. Dynamic failure of deposit slope with different characteristic of soil-bedrock interface. Natural Hazards, 2025,121: 13217-13236. https://doi.org/10.1007/s11069-023-05831-3.
2. Binzhong Zhu, Yuchao Zheng, Chao Luo, Huijian Zhang, Lun Gong, Jianfeng Yang, Bing Yang. Experimental investigation and micro-mechanisms of early-age vibration effects on the strength and permeability of fiber reinforced concrete. Construction and Building Materials. 2025, 504, 144634. https://doi.org/10.1016/j.conbuildmat.2025.144634.
3. 蔡昊烨,杨兵,蒋宗全,舒思齐. 地震-降雨耦合作用下不同支护结构对基覆型边坡加固效果研究。四川建筑,2025, 45(4) : 127-132。 (通讯作者)
4. 顾 军, 张海东,孙嘉楠, 吴会峰, 杨 兵. 基于上下文动态信息和多尺度注意力的岩心完整性智能评价算法. 应用基础与工程科学学报,2025, 33(3): 647- 659。(通讯作者)
5. 宋松科,闫桢绪,李聪明,权新蕊,常志旺,杨兵。基于循环迭代法的近断层地震动速度脉冲参数提取。地震研究, 2026,49(1):132-138.
6. Bing Yang, Jiangrong Hou, Xushen Zheng, Guoyi Wang, Songke Song, Yang Luo. On stability of a slope with bedrock using the upper bound limit analysis. Proceedings of the XIV Congress of the International Association for Engineering Geology and the Envrionment. Volume IV: Technological Innovation and application for Engineering Geology,1664. Sept. 21-27, 2023. Chengdu, China.
7. 赵宏昱,杨兵,王国义,宋宋科,权新蕊. 雨后不同时长基覆型边坡动力失稳破坏研究。防灾减灾工程学报,2023(网络版)。https://doi.org/10.13409/j.cnki.jdpme.20230301003(通讯作者)
8. 潘毅,范元青,任宇,杨兵,侯江荣,熊耀清.芦山6.1级地震山区典型震害调查与分析.土木工程学报. 2023,56(12):35-47. https://doi.org/10.15951/j.tmgcxb.22070761.
9. Yang Bing, Hou Jiangrong, Zhou Zihong, Gou Jincheng. Influence of different soil properties on the failure behaviour of deposit slope under earthquake after rainfall. Journal of Mountain Science, 2023, 20(1): 65-77. https://doi.org/10.1007/s11629-021-
7243-z.
10. Bing Yang, Jiangrong Hou, Zihong Zhou, Jincheng Gou. Failure behavior and mechanism of a slope under the action of earthquake after rainfall. Natural Hazards, 2023, 116: 3685-3702. https://doi.org/10.1007/s11069-023-05831-3.
11. 杨兵 周子鸿 陶龙 伏冠西 卓林波. 降雨作用下基覆型边坡失稳特征及承载力试验研究. 西南交通大学学报,2022, 57(4):910-918.
12. Bing Yang, Zihong Zhou, Jiangrong Hou, Tao Yang, Junyun Zhang. Failure characteristics and mechanism of deposit slopes with bedrock for different soil moisture contents under seismic load. Soil dynamics and Earthquake Engineering, 2022, 154:107128. DOI: 10.1016/j.soildyn.2021.107128.
13. Bing Yang, Jiangrong Hou, Yifei Liu, Zihong Zhou. Dynamic response and failure characteristics of slope with weak interlayer under action of near-fault ground motion. Shock and Vibration, 2021, id 5595278, 1-18. https://doi.org/10.1155/2021/5595278.
14. Tao Yang, Yunkang Rao, Huailin Chen, Bing Yang, Jiangrong Hou, Zihong Zhou, Haojiang Ding. Failure Characteristics and Mechanism of Multiface Slopes under Earthquake Load Based on PFC Method. Shock and Vibration, vol. 2021, Article ID 9329734, 11 pages, 2021. https://doi.org/10.1155/2021/9329734. (通讯作者,SCI)
15. Yang Bing, Zhou Zihong, Zhuo Linbo. Experimental study on instability characteristic and bearing capacity of slope with bedrock under the action of rainfall. Journal of Southwest Jiaotong University, 2020. https:// kns.cnki.net/kcms/ detail/51.1277. U.20201124.1337.002.html (on line) (in Chinese)
16. Bing Yang, Yang Luo, Dongsheng Jeng, Jun Feng. Effects of moisture content on the dynamic response and failure mode of unsaturated soil slope subjected to seismic load. Bulletin of Seismological Society of America, 2019, 109(2): 489-504. doi: https://doi.org/10.1785/0120180222. (SCI)
17.刘一飞,郑东生,杨兵,祝兵,孙明祥. 粒径及级配特性对土体渗透系数影响的细观模拟研究. 岩土力学,2019, 40(1):403-412. (通讯作者)(EI, CSCD)
18. 杨 兵 王 植 邹晗轩 梁嘉文 郑东生. 不同类型地震波作用下堆积体边坡动力响应及失稳特征研究. 土 木 工 程 学 报, 2019, 52(S1):202-210. (EI, CSCD)
19. Yang Bing, Gao Fuping, Jeng Dongsheng. Failure mode and dynamic response of a double-sided slope with high water content of soil. Journal of Mountain Science, 2018, 15(4): 859-870. (SCI, CSCD)
20. Bing Yang, Yang Luo, Dongsheng Jeng, Jun Feng, Aode Huhe. Experimental studies on initiation of current-induced movement of mud. Applied Ocean Research, 2018, 80:220-227.(SCI)
21. 杨兵,杨翔,杨 涛,王润民,周德培. 地震荷载作用下震裂–溃滑型边坡破坏过程及动力响应振动台模型试验研究. 岩石力学与工程学报, 2018, 37(supp):3279-3290. (EI, CSCD)
22. 杨兵,孙明祥,王润民,杨 涛,冯君,周德培.土体含水量对边坡动力破坏及响应的振动台试验研究. 岩土工程学报,2018, 40(4):759-766. (EI, CSCD)
以下为8年前论文:
段 伦 良,郑 东 生,张 启 博,杨 兵. 波浪荷载作用下桥梁桩基周围海床响应研究. 中国力学大会-2017 暨庆祝中国力学学会成立 60 周年大会, 2017年8月。
杨 兵,刘一飞,万奋涛,杨 涛,冯 君, 赵兴权,郑东生. 级配特性对砂土渗透系数影响试验研究. 西南交通大学学报,2016, 51(5): 855-861. (EI, CSCD)
Yang tao, Man-chu Ronald Yeung. Yang Bing, Liu yongjiang, Yang Yanxin. Three-dimensional stability of landslides based on local safety factor. Journal of Mountain Science, 2016, 13(9): 1515-1526. (通讯作者) (SCI, CSCD)
B. Liu, D.S. Jeng, G.L. Ye, B.Yang. Laboratory study for pore pressures in sandy deposit under wave loading. Ocean Engineering, 2015,106: 207-219.
杨涛,刘涌江,杨兵,陈伟明. 应用点安全系数分析基坑边坡三维稳定性. 岩土力学,2014, 35(6):1756-1761.
严秋荣, 乔东华, 杨 兵, 杨 涛, 冯 君. 考虑抗滑桩及挡土墙支护结构影响的降雨诱导边坡失稳模型试验研究. 重庆交通大学学报(自然科学版), 2016, 1: 66-69.
Bing Yang, Tao Yang, Jian-Lin Ma, Jin-Sheng Cui. The experimental study on local scour around a circular pipe undergoing vortex-induced vibration in steady flow. Journal of Marine Science and Technology, 2013, 21(3): 250-257. (SCI)
Bing Yang, Chong Wang, Fengtao Wan, Tao Yang, Qiurong Yan. The study on the influences of drainage way arrangements on the law of seepage flow in the slope. 2013, ASCE GSP (IACGE 2013), 178-187. (EI)
杨兵,蔡瑞卿,唐驰,马建林,呼和敖德. 单向流作用下淤泥质黏土起动试验研究.西南交通大学学报,2012,47(4):586-590. (EI)
Yang B., Ma J.L., Cui J.S., Xu W.H. Behavior of vortex-induced vibration of a circular cylinder near a deformable wall with two degrees of freedom in steady flow. China Ocean Engineering, 2011, 25(4): 549-564. (SCI,EI)
T.L.Lee, M. Lin, D.S.Jeng, M.H.Chen, B.Yang. Waves-induced soil response around breakwater heads. The Proceedings of the 21th (2011) International Offshore and Polar Engineering Conference, Maui, Hawaii, USA, June 19-24, 2011. (EI, ISTP)
Fu-Ping Gao, Shu-Ming Yan, Bing Yang, Cheng-Cai Luo. Steady flow-induced instability of a partially embedded pipeline: Pipe-soil interaction mechanism. Ocean Engineering, 2011, 38, 934-942. (SCI,EI)
Xiao-Jun Li, Fu-Ping Gao, Bing Yang, Jun Zang. Wave-induced Pore Pressure Responses and Soil Liquefaction Around Pile Foundation. International Journal of Offshore and Polar Engineering, 2011, 21(3), 233-239.(SCI,EI)
杨兵,崔金声,马建林,万云. 利用超声波测量沙床表面冲刷形貌的方法. 2011, 水利水电科技进展,31(suplus),1, 78-80.
Xiaojun Li, Bing Yang, Fuping Gao, Jun Zang. A fem model for wave-induced pore pressure response around a pile foundation. The Proceedings of the 20th International Offshore and Polar Engineering Conference, Beijing,China, 2010, 674-679. (EI, ISTP)
杨兵,高福平.单向流作用下近壁面圆柱的流向振动. 水动力学研究与进展, 2010,25(1):119-125. (EI)
Yang, B., Gao, F. P., Jeng, D.S., Wu, Y. X. Experimental study of vortex-induced vibrations of a cylinder near a rigid plane boundary in steady flow. Acta Mechanica Sinica. 2009, 25:51-63. (SCI, EI)
Yang, B., Gao, F.P., Li, D.H., Wu, Y.X. Physical modelling and parametric study on two-degree-of-freedom viv of a cylinder near rigid wall. China Ocean Engineering, 2009, 23(1):119-132. (SCI, EI)
Yang, B., Gao, F. P., Wu, Y. X. Flow-induced Vibrations of a Cylinder with Two Degrees of Freedom near Rigid Plane Boundary. International Journal of Offshore and Polar Engineering, 2008, 18 (4), 302-307. (SCI, EI)
Yang, B., Gao, F. P., Jeng, D.S., Wu, Y. X. Experimental study of vortex-induced vibrations of a pipeline near an erodible sandy seabed. Ocean Engineering, 2008, 35: 301-309. (SCI, EI)
Yang, B. Jeng, D.S., Gao F.P., Wu, Y.X. Forces acting on the seabed around a pipeline in unidirectional ocean currents. The Open Civil Engineering Journal, 2008,2, 148-155.
Fu-ping Gao, Bing Yang, Ying-xiang Wu, Shu-Ming Yan. Steady current induced seabed scour around a vibrating pipeline. 2007, Applied Ocean Research, 28:291-298.(SCI)
Fu-Ping Gao, Shuming Yan, Bing Yang, Yingxiang Wu. Ocean Currents Induces Pipeline Lateral Stability on Sandy Seabed. Journal of Enginnering Mechanics, ASCE. 2007 vol.133, No.10, 1086-1092.(SCI)
YANG,B, GAO F.P., WU Y.X., LI D.H. Experimental Study on Vortex-Induced Vibrations of Submarine Pipeline Near SeaQbed Boundary in Ocean Currents. China Ocean Engineering. 2006, 20(1):113 -121.(SCI/EI)
YANG B, GAO F.P, WU Y.X.. Dimensional Analysis and Experimental Apparatus on Interaction between Ocean Current-Pipeline and Seabed. Journal of Ship Mechanics. 2006, 10(3):130-141.(EI)
Yang, B., Gao, F. P., Wu, Y.X. Experimental Study on Flow Induced Vibration of a Cylinder with Two Degrees of Freedom Near a Rigid Wall. The Proceedings of the 18th International Offshore and Polar Engineering Conference (ISOPE), Vancouver, BC,Canada, 2008, 469-474.
Fuping Gao, Bing Yang, Shuming Yan and Yingxiang Wu. Occurrence of spanning of a submarine pipeline with initial embedment. The Proceedings of the 17th International Offshore and Polar Engineering Conference, Lisbon,Portugal, 2007.
.Gao, F. P., Yang, B., Yan, S.M., Wu, Y.X. Physical Modeling of Current-Induced Seabed Scour around a Vibrating Submarine Pipeline, The Proceedings of the 16th International Offshore and Polar Engineering Conference, San Francisco USA, 2006.
Gao, F.P., Yan, S.M., Yang, B., Li, Q., Wu, Y.X. Experimental Study of Submarine Pipeline Stability on Sandy Seabed under the Influence of Ocean Currents, The 7th Pacific/Asia Offshore Mechanics Symposium---ISOPE PACOMS-2006, Dalian, China, September 17-20, 2006
杨兵, 高福平, 吴应湘. 单向海流载荷下管道局部冲刷试验研究. 工程力学, 2008, 25(3): 206-210.
舒阳, 闫澍旺, 杨兵, 刘润. 爆炸法处理软土地基的回弹模量研究. 岩土力学,2007, 28(10): 2115-2117.
杨兵,高福平,吴应湘. 近壁管道在单向水流作用下的涡激振动实验研究. 中国海上油气,2006, 18(1): 52—57.
闫术明,高福平,吴应湘,杨 兵.管道沉降特性的数值模拟分析. 中国造船,2006,47(增刊):183-190.
高福平,吴应湘,杨 兵,闫术明.深水环境中管道与海床动力相互作用探讨.中国深水油气开发工程高技术论坛论文集.2005,56-61.
杨兵,高福平,吴应湘. 单向流引起管道悬空的数值模拟. 中国造船,2005,46(增刊):221-226.
杨 兵,高福平. 单向流作用下近壁面管道流向涡激振动。第九届全国水动力学学术会议暨第二十二届全国水动力学研讨会文集,2009,133-140。
教改项目:
西南交通大学虚拟仿真实验教学重大项目:多因素诱导大尺度边坡模型失稳过程与抗滑桩支护虚拟仿真实验, 8万元,2019,主持。
四川省虚拟仿真实验教学项目:土的力学性质三轴虚拟仿真实验,15万,2019,参与。
西南交通大学本科教育教学研究与改革重点项目:虚拟仿真土木试验教学体系建设与应用,5万,2018,主持。
部分科研项目:
科技部,国家重点研发计划,2018YFC1504901,红层地区线性工程穿越切割的地质体失稳机理和成灾模式振动台试验,2019-01至2021-12,子课题,20万,主持。
四川省重点研发计划项目,2021YFS0323,地震和降雨联合作用下川藏铁路沿线基覆型边坡失稳机理及加固技术研究,2021-04至2023-03,20万,主持。
1. 四川省国际合作项目,2020YFH0017,青藏高原交通沿线地震边坡致灾机理研究,2020-01至2022-12,在研,15万,参与。
2.科技部,国家重点研发计划,2016YFC0802203-3,高寒高烈度区高陡边坡健康信息的智能化感知与状态分析,2016-07至2020-06,30万,结题,主研。
3.中铁西北科学研究院有限公司科技项目,201320033,秦巴山区高速公路滑坡综合防治技术研究,2013-05至2015-02,19万,已结题,主持。
4. 西部交通建设科技项目,2011318740240,典型公路路基与边坡结构安全状态分析与预警技术研究、2012-01至2014-12,50万元,已结题,子课题参加。
5.中央高校2014年度科技创新项目,2682014CX074,地震荷载作用下边坡动力行为及加固措施研究,2014-01 至 2015-12,10万元,已结题,主持。
6.国家自然科学基金重点项目,41030742, 川藏交通干线环境灾害演化规律与工程风险,2011-01至2014-12,40万,已结题,子课题参与。
7.国家自然科学青年基金项目,10902112,海流作用下海底管道局部冲刷与涡激振动动力耦合行为及机理研究,2010-01至2012-12,已结题,主持。
8.教育部留学回国人员科研启动基金,近壁面管道流固耦合动力行为及机理的实验研究, 2009-01 至 2010-12,2万元,已结题,主持。
报考该导师研究生的方式欢迎你报考杨兵老师的研究生,报考有以下方式:
1、参加西南交通大学暑期夏令营活动,提交导师意向时,选择杨兵老师,你的所有申请信息将发送给杨兵老师,老师看到后将和你取得联系,点击此处参加夏令营活动
2、如果你能获得所在学校的推免生资格,欢迎通过推免方式申请杨兵老师研究生,可以通过系统的推免生预报名系统提交申请,并选择意向导师为杨兵老师,老师看到信息后将和你取得联系,点击此处推免生预报名
3、参加全国硕士研究生统一招生考试报考杨兵老师招收的专业和方向,进入复试后提交导师意向时选择杨兵老师。
4、如果你有兴趣攻读杨兵老师博士研究生,可以通过申请考核或者统一招考等方式报考该导师博士研究生。