基本信息
付晓东  男  硕导  中国科学院武汉岩土力学研究所
电子邮件： xdfu@whrsm.ac.cn
通信地址： 湖北省武汉市武昌八一路小洪山中国科学院武汉岩土力学研究所
邮政编码： 430071

研究领域

岩体工程动力响应；数值计算方法；边滑坡稳定性

招生信息

热忱欢迎工程地质、工程力学、水利工程、土木工程等专业的学生报考本研究方向的硕士​研究生，特别是对数学、力学、计算机编程等方面具有浓厚兴趣的学生。

招生专业
081401-岩土工程
081803-地质工程
招生方向
数值模拟方法；岩体动力响应
边滑坡稳定性

教育背景

2009-09--2014-06   中国科学院武汉岩土力学研究所   工学博士
2005-09--2009-06   四川大学水利水电学院   工学学士
学历

研究生/中国科学院大学

学位

​工学博士/岩土工程

工作经历

   
工作简历
2017-01~现在, 中国科学院武汉岩土力学研究所, 副研究员
2014-07~2016-12,中国科学院武汉岩土力学研究所, 助理研究员

专利与奖励

   
专利成果
[1] 周永强, 丁海锋, 肖明清, 付晓东, 薛光桥, 盛谦, 陈健, 徐晨, 杨剑, 吴佳明, 谢壁婷. 一种岩体节理单元力学参数的取值方法及系统. CN: CN116465732A, 2023-07-21.

[2] 付晓东, 殷大伟, 杜文杰, 武哲, 盛谦, 刘明扬, 黄珏皓, 张振平, 袁坤彬, 刁鹏升, 刘昱君. 一种降雨诱发边坡地质灾害场景模拟分析方法. CN: CN113240803B, 2023-02-03.

[3] 杜文杰, 庞鑫, 王宏超, 万道春, 付晓东, 盛谦, 陈健, 康景宇. 一种边滑坡稳定状态识别方法. CN: CN115511850A, 2022-12-23.

[4] 杜文杰, 付晓东, 盛谦, 陈健, 康景宇, 汪海滨. 基于无人机LiDAR仿地飞行的高陡边坡危岩体快速识别方法. CN: CN115439762A, 2022-12-06.

[5] 田宁, 黄珏皓, 付晓东, 周永强, 陈健, 易顺, 卢渊, 阎晓玲, 田铠玮. 一种多功能岩土体材料循环剪切渗流冻融试验装置. CN: CN217443075U, 2022-09-16.

[6] 康景宇, 庞鑫, 夏禄清, 万道春, 盛谦, 付晓东, 张少军, 李得. 一种高陡节理边坡开挖危险性分区的划分方法. CN: CN114492140A, 2022-05-13.

[7] 康景宇, 庞鑫, 夏禄清, 万道春, 盛谦, 付晓东, 张少军, 李得. 一种高陡节理边坡开挖危险性分区的划分方法. CN: CN114492140A, 2022-05-13.

[8] 康景宇, 庞鑫, 夏禄清, 万道春, 盛谦, 付晓东, 张少军, 李得. 一种高陡节理边坡开挖危险性分区的划分方法. CN: CN114492140A, 2022-05-13.

[9] 周永强, 盛谦, 付晓东, 丁海锋, 周宁希. 一种快速确定地震荷载等效形式的方法. CN: CN114417561A, 2022-04-29.

[10] 杜文杰, 付晓东, 盛谦, 康景宇, 丁海锋. 一种滑坡涌浪灾害防御系统及其布置方法. CN: CN114250743A, 2022-03-29.

[11] 康景宇, 盛谦, 付晓东, 杜文杰, 丁海锋. 一种岩体结构破坏模式的快速识别方法. CN: CN114216795A, 2022-03-22.

[12] 田宁, 付晓东, 陈健, 黄珏皓, 易顺. 一种基于边坡稳定状态分析的北斗GNSS监测系统布设方法. CN: CN113295113B, 2022-03-18.

[13] 杜宇翔, 付晓东, 盛谦. 一种考虑含水率的碎石土切线变形模量的确定方法. CN: CN114113539A, 2022-03-01.

[14] 黄珏皓, 陈健, 刘明扬, 付晓东, 武哲, 周永强, 刁鹏升, 刘昱君, 田宁, 易顺, 卢渊, 韦宗科, 吴佳明. 一种土石混合体循环剪切渗流试验系统. CN: CN215894264U, 2022-02-22.

[15] 田宁, 黄珏皓, 付晓东, 周永强, 陈健, 易顺, 卢渊, 阎晓玲, 田铠玮. 一种多功能岩土体材料循环剪切渗流冻融试验装置及其试验方法. CN: CN113970495A, 2022-01-25.

[16] 杜宇翔, 付晓东, 盛谦. 一种平面任意力系作用下矩形埋置基础位移计算方法. CN: CN113627001A, 2021-11-09.

[17] 付晓东, 杜文杰, 盛谦, 陈健, 张振平, 田宁. 一种崩塌滑坡、涌浪、堵江灾害链生成全过程试验装置及试验方法. CN: CN113552317A, 2021-10-26.

[18] 周永强, 盛谦, 杜文杰, 付晓东. 一种基于空天地立体技术的大规模高陡边坡监测方法. CN: CN113532509A, 2021-10-22.

[19] 付晓东, 盛谦, 杜文杰, 周永强, 黄珏皓. 一种岩石块体系统崩塌滑坡过程推演装置及试验方法. CN: CN113504353A, 2021-10-15.

[20] 杜文杰, 付晓东, 盛谦, 黄珏皓, 周永强. 一种崩塌、滑坡复合型灾害演化过程的模拟装置及模拟方法. CN: CN113468731A, 2021-10-01.

[21] 黄珏皓, 陈健, 付晓东, 韦宗科, 吴鹏, 吴佳明, 易顺, 卢渊, 田宁. 一种大面积高强度堆载地基极限承载力计算方法. CN: CN113378261A, 2021-09-10.

[22] 田宁, 付晓东, 陈健, 黄珏皓, 易顺. 一种基于边坡稳定状态分析的北斗GNSS监测系统布设方法. CN: CN113295113A, 2021-08-24.

[23] 付晓东, 陈健, 盛谦, 周永强, 黄珏皓, 吴佳明. 一种基于多源数据融合的边坡三维数字孪生模型建立方法. CN: CN113269886A, 2021-08-17.

[24] 田宁, 陈健, 尤伟军, 黄珏皓, 张江雄, 付晓东, 韦宗科, 易顺. 一种岩土体参数的旋转各向异性非平稳随机场建模方法. CN: CN113268899A, 2021-08-17.

[25] 黄珏皓, 陈健, 刘明扬, 付晓东, 武哲, 周永强, 刁鹏升, 刘昱君, 田宁, 易顺, 卢渊, 韦宗科, 吴佳明. 一种土石混合体循环剪切渗流试验系统及其试验方法. CN: CN113267411A, 2021-08-17.

[26] 付晓东, 殷大伟, 杜文杰, 武哲, 盛谦, 刘明扬, 黄珏皓, 张振平, 袁坤斌, 刁鹏升, 刘昱君. 一种降雨诱发边坡地质灾害场景模拟分析方法. CN: CN113240803A, 2021-08-10.

[27] 黄珏皓, 陈健, 付晓东, 陈国良, 田宁, 韦宗科, 易顺, 卢渊, 吴鹏, 吴佳明. 一种高填方边坡多维度深部变形监测方法. CN: CN113216126A, 2021-08-06.

[28] 周永强, 盛谦, 付晓东, 张振平, 杜文杰. 模拟风雨气候滑坡桩结构体系变形及破坏试验系统、方法. CN: CN113155495A, 2021-07-23.

[29] 付晓东, 陈健, 盛谦, 吴佳明, 杜文杰, 周永强, 黄珏皓, 陈国良. 一种岩土结构耦联体系的数字孪生模型构建方法. CN: CN113128028A, 2021-07-16.

[30] 付晓东, 武哲, 盛谦, 刘明扬, 黄珏皓, 袁坤斌, 张振平, 赵云鹏, 杜文杰, 田宁. 一种边坡土石混合体抗剪强度力学参数的计算方法. CN: CN113032958A, 2021-06-25.

[31] 周永强, 盛谦, 付晓东. 一种适用于地震荷载下岩石动态本构模型的构建方法. CN: CN113032955A, 2021-06-25.

[32] 黄珏皓, 陈健, 余颂, 刘建平, 赵永峰, 王浩, 付晓东, 韦宗科, 易顺, 卢渊, 田宁, 吴佳明. 一种软土地区路基施工、运营引起的路基沉降计算方法. CN: CN112989460A, 2021-06-18.

[33] 黄珏皓, 刘明扬, 陈健, 武哲, 付晓东, 刁鹏升, 刘昱君, 陈进河, 赵云鹏, 田宁, 易顺, 卢渊, 韦宗科, 吴佳明. 一种基于光纤传感的桩体水平位移计算方法. CN: CN112989265A, 2021-06-18.

[34] 周永强, 盛谦, 付晓东, 张振平. 降雨作用下确定杆塔基础滑坡成灾模式的方法及设备. CN: CN112989567A, 2021-06-18.

[35] 杜宇翔, 付晓东, 盛谦. 一种重力式锚碇结构地基体系的安全系数计算方法. CN: CN112926195A, 2021-06-08.

[36] 付晓东, 宋顶峰, 许军军, 吴佳明, 盛谦, 陈健, 武哲, 刘明扬, 陈国良, 黄珏皓, 周永强. 一种地质体与结构体的自洽整合建模方法. CN: CN112906114A, 2021-06-04.

[37] 陈健, 付晓东, 黄珏皓, 周昊, 吴佳明, 白强强, 卢渊, 易顺, 韦宗科. 一种管片足尺试验非对称荷载加载试验系统及其试验方法. CN: CN112857988A, 2021-05-28.

[38] 黄珏皓, 陈健, 余颂, 刘建平, 赵永峰, 付晓东, 易顺, 卢渊, 韦宗科, 田宁, 吴佳明. 一种盾构法施工隧道穿越复合地层的地层损失率确定方法. CN: CN112836367A, 2021-05-25.

[39] 黄珏皓, 陈健, 孙红林, 刘府生, 侯丰, 付晓东, 朱红西, 柯文汇, 易顺, 卢渊, 韦宗科, 田宁, 吴佳明. 一种软土小应变硬化模型力学参数确定方法. CN: CN112834319A, 2021-05-25.

[40] 田宁, 陈健, 宋顶峰, 武哲, 付晓东, 易顺, 黄珏皓. 一种考虑旋转效应的岩土体参数随机场建模方法. CN: CN112765767A, 2021-05-07.

[41] 付晓东, 盛谦, 陈健, 杜文杰. 一种崩塌滚石灾害情景再现方法. CN: CN112489209A, 2021-03-12.

[42] 周永强, 盛谦, 付晓东. 一种快速判断不同应变率荷载下岩石损伤相对大小的方法. CN: CN111398019B, 2021-03-02.

[43] 周永强, 盛谦, 付晓东, 冷先伦. 一种适用于循环荷载下岩石损伤本构模型的构建方法. CN: CN110926944B, 2020-12-08.

[44] 付晓东, 盛谦, 张善凯. 一种三维岩石块体系统建模方法. CN: CN107393005B, 2019-12-13.

[45] 杜文杰, 盛谦, 付晓东, 杜宇翔, 张振平. 桩土接触面三轴叠环剪切装置. CN: CN209368899U, 2019-09-10.

[46] 但路昭, 唐红波, 杜宇翔, 付晓东, 陈贺. 一种现场岩土体承载力与剪切摩擦试验的反力架装置. CN: CN209264462U, 2019-08-16.

[47] 付晓东, 盛谦, 房强. 一种块体地震动力响应的分析方法. CN: CN107133414A, 2017-09-05.

[48] 盛谦, 周兴涛, 冷先伦, 朱泽奇, 付晓东, 崔臻, 刘世伟. 一种室内土体电渗试验氢气产生量测量装置. CN: CN106066297A, 2016-11-02.

出版信息

   
发表论文
[1] Du, Wenjie, Sheng, Qian, Fu, Xiaodong, Chen, Jian, Wei, Pengfei, Zhou, Yongqiang. Post-failure analysis of landslide blocking river using the two-phase double-point material point method: a case of western Hubei, China. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT[J]. 2023, 82(3): http://dx.doi.org/10.1007/s10064-023-03122-6.
[2] Chai, Shaobo, Liu, Huan, Song, Lang, Li, Xianpeng, Fu, Xiaodong, Zhou, Yongqiang. Static pressure and dynamic impact characteristics of filled jointed rock after frozen-thaw cycle damage. FRONTIERS IN ECOLOGY AND EVOLUTION[J]. 2023, 11: http://dx.doi.org/10.3389/fevo.2023.1222676.
[3] Zhang, Zhenping, Sheng, Qian, Song, Dingfeng, Fu, Xiaodong, Zhou, Yongqiang, Huang, Juehao. Stability evaluation of the high fill deposit slope subjected to rainfall considering water deterioration. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT[J]. 2023, 82(3): http://dx.doi.org/10.1007/s10064-023-03083-w.
[4] Zhang, Zhenping, Fu, Xiaodong, Yuan, Wei, Sheng, Qian, Chai, Shaobo, Du, Yuxiang. The Influence of the Fractal Dimension on the Mechanical Behaviors of the Soil-Rock Mixture: A Case Study from Southwest China. FRACTAL AND FRACTIONAL[J]. 2023, 7(2): http://dx.doi.org/10.3390/fractalfract7020106.
[5] Fu, Xiaodong, Ding, Haifeng, Sheng, Qian, Zhang, Zhenping, Yin, Dawei, Chen, Fei. Fractal Analysis of Particle Distribution and Scale Effect in a Soil-Rock Mixture. FRACTAL AND FRACTIONAL[J]. 2022, 6(2): http://dx.doi.org/10.3390/fractalfract6020120.
[6] Fu, Xiaodong, Kang, Jingyu, Sheng, Qian, Zheng, Lu, Du, Wenjie, Ding, Haifeng. Investigation of 2D Seismic DDA Method for Numerical Simulation of Shaking Table Test of Rock Mass Engineering. MATHEMATICS[J]. 2022, 10(8): http://dx.doi.org/10.3390/math10081330.
[7] Du, Wenjie, Sheng, Qian, Fu, Xiaodong, Chen, Jian, Zhou, Yongqiang. A TPDP-MPM-based approach to understanding the evolution mechanism of landslide-induced disaster chain. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING[J]. 2022, 14(4): 1200-1209, http://lib.cqvip.com/Qikan/Article/Detail?id=7107820148.
[8] Zhou, Yongqiang, Wang, Hongchao, Song, Dingfeng, Sheng, Qian, Fu, Xiaodong, Ding, Haifeng, Chai, Shaobo, Yuan, Wei. Dynamic Response of Lining Structure in a Long Tunnel with Different Adverse Geological Structure Zone Subjected to Non-Uniform Seismic Load. ENERGIES[J]. 2022, 15(13): [9] Zhou, Yongqiang, Sheng, Qian, Li, Nana, Fu, Xiaodong. The Dynamic Mechanical Properties of a Hard Rock Under True Triaxial Damage-Controlled Dynamic Cyclic Loading with Different Loading Rates: A Case Study. ROCK MECHANICS AND ROCK ENGINEERING[J]. 2022, 55(4): 2471-2492, http://dx.doi.org/10.1007/s00603-021-02756-w.
[10] Zhou, Yongqiang, Sheng, Qian, Li, Nana, Fu, Xiaodong, Zhang, Zhenping. A Dynamic Constitutive Model for Rock Materials Subjected to Medium- and Low-Strain-Rate Dynamic Cyclic Loading. JOURNAL OF ENGINEERING MECHANICS[J]. 2022, 148(1): 11-, [11] 杜文杰, 盛谦, 杨兴洪, 魏鹏飞, 李丽华, 付晓东. 基于两相双质点MPM的滑坡堵江灾害链生全过程分析. 工程科学与技术[J]. 2022, 54(3): 36-45, http://lib.cqvip.com/Qikan/Article/Detail?id=7107192196.
[12] Zhou, Yongqiang, Sheng, Qian, Chen, Jian, Li, Nana, Fu, Xiaodong, Zhou, Yingbo. The failure mode of transmission tower foundation on the landslide under heavy rainfall: a case study on a 500-kV transmission tower foundation on the Yanzi landslide in Badong, China. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT[J]. 2022, 81(3): http://dx.doi.org/10.1007/s10064-022-02628-9.
[13] Huang, Juehao, Chen, Jian, You, WeiJun, Fu, Xiaodong, Zhang, Jiangxiong, Tian, Ning. Impacts of Excess Pore-Water Pressure on Dynamic Properties of Saturated Clay. INTERNATIONAL JOURNAL OF GEOMECHANICS[J]. 2022, 22(9): [14] Kang, Jingyu, Pang, Xin, Sheng, Qian, Fu, Xiaodong, Wan, Daochun, Xia, Luqing, Zhang, Shaojun. Investigation of the Control Effect of Single Structural Plane on Stability of Rock Mass Based on Barton-Bandis Criterion. LITHOSPHERE[J]. 2022, 2022(1): https://doaj.org/article/07d397d937d74f0f82db86cd94f68b3c.
[15] 周永强, 盛谦, 宋顶峰, 付晓东, 方波, 赖杰, 周英博. 降雨作用下裂缝对杆塔基础滑坡影响的物理模型试验. 工程科学与技术. 2022, 54(4): 88-98, https://d.wanfangdata.com.cn/periodical/scdxxb-gckx202204010.
[16] Kang, Jingyu, Wan, Daochun, Sheng, Qian, Fu, Xiaodong, Pang, Xin, Xia, Luqing, Li, De. Risk assessment and support design optimization of a high slope in an open pit mine using the jointed finite element method and discontinuous deformation analysis. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT[J]. 2022, 81(6): http://dx.doi.org/10.1007/s10064-022-02759-z.
[17] Fu, Xiaodong, Du, Yuxiang, Sheng, Qian, Zhang, Zhenping, Huang, Juehao. Influences of water on the microstructure and mechanical behavior of the Xigeda formation. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT[J]. 2022, 81(1): http://apps.webofknowledge.com/CitedFullRecord.do?product=UA&colName=WOS&SID=5CCFccWmJJRAuMzNPjj&search_mode=CitedFullRecord&isickref=WOS:000742027500002.
[18] Zhou, Yongqiang, Sheng, Qian, Fu, Xiaodong, Ding, Haifeng. The Dynamic Deformation Properties of Rock Materials Under Different Types of Seismic Load. ROCK MECHANICS AND ROCK ENGINEERING[J]. 2022, 55(9): 5807-5820, http://dx.doi.org/10.1007/s00603-022-02947-z.
[19] 周永强, 盛谦, 李娜娜, 付晓东. 非一致性地震动作用下某长大隧洞动力响应的时空效应初步研究. 岩土力学[J]. 2021, 42(8): 2287-2297, http://lib.cqvip.com/Qikan/Article/Detail?id=7105538029.
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[85] 张勇慧, 付晓东, 盛谦. 基于DDA方法的不利地质结构对弹性纵波传播规律的影响研究. 四川大学学报：工程科学版[J]. 2012, 44(5): 86-92, http://lib.cqvip.com/Qikan/Article/Detail?id=43494397.
[86] 付晓东, 盛谦, 张勇慧. 开挖及动荷载作用下边坡响应的DDA方法研究. 岩石力学与工程学报[J]. 2012, 31(A01): 2612-2618, http://lib.cqvip.com/Qikan/Article/Detail?id=42840717.
[87] 朱泽奇, 付晓东, 盛谦, 张勇慧. 大岗山电站地下厂房围岩开挖损伤动态反演分析. 人民长江[J]. 2012, 43(22): 54-56+64, http://lib.cqvip.com/Qikan/Article/Detail?id=45823469.
[88] 付晓东, 盛谦, 张勇慧, 李红旭. 水电站地下厂房安装间的块体稳定性分析. 地下空间与工程学报[J]. 2011, 7(1): 49-53, http://lib.cqvip.com/Qikan/Article/Detail?id=36839621.

科研活动

   
科研项目
（ 1 ） 裂隙岩体地震动力致裂与崩滑的不连续变形模拟分析方法研究, 主持, 国家级, 2016-01--2018-12
（ 2 ） 非一致地震动作用下长大隧洞动力响应的时空效应与破坏, 参与, 国家级, 2017-01--2020-12
参与会议
（1）岩体工程地震动力响应的DDA方法研究与应用   第二届国际多尺度岩土力学与工程研讨会暨第八次岩土力学与工程前沿论坛   2015-12-10
（2）DDA Modeling of the Seismic Response of Large Rock Cavern Complex   2015-10-16