基本信息
陈健  男  博导  中国科学院武汉岩土力学研究所
电子邮件: jchen@whrsm.ac.cn
通信地址: 湖北省武汉市武昌区小洪山中科院武汉岩土所
邮政编码: 430071

研究领域

边坡与地下工程;岩土工程加固;数值模拟;可靠度分析;并行计算

招生信息

   
招生专业
081401-岩土工程
招生方向
岩土工程随机场理论
城市地下工程与地下空间开发

教育背景

2001-03--2004-03   香港理工大学   博士
1998-09--2001-03   中科院武汉岩土所   博士
1994-09--1997-07   武汉理工大学   硕士
1990-09--1994-06   武汉理工大学   学士

工作经历

   
工作简历
2010-03~现在, 中科院武汉岩土所, 研究员
2008-08~2010-02,英国阿特金斯公司, 工程师
2006-07~2008-07,英国曼彻斯特大学, 博士后
2005-03~2006-04,韩国大原土质株式会社, 高级工程师
2004-10~2005-02,香港理工大学, 研究助理
2004-06~2004-08,香港大学, 研究助理
1997-07~2001-03,中科院武汉岩土所, 助理研究员

专利与奖励

   
专利成果
[1] 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.

[2] 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.

[3] 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.

[4] 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.

[5] 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.

[6] 陈健, 程红战, 黄珏皓, 陈国良, 卢渊, 易顺. 一种盾构隧道开挖面失稳概率确定方法. CN: CN110362905B, 2021-03-05.

[7] 柯文汇, 朱红西, 陈健, 易顺, 余焰春, 吴吉武, 徐平, 孙斌, 涂东东, 邹迪, 李领, 任华庆, 高一鸣. 一种双侧壁导坑隧道的岩土体参数随机场建模方法. CN: CN112035939A, 2020-12-04.

[8] 朱红西, 柯文汇, 陈健, 卢渊, 余焰春, 周心阳, 胡秉洁, 吴吉武, 于永龙, 蔡大鹏, 余阳, 涂东东, 李领, 刘明宝, 卢吉. 一种考虑红黏土卸荷影响的矿山法隧道模拟施工方法. CN: CN111946357A, 2020-11-17.

[9] 陈健, 程红战, 黄珏皓, 陈国良, 易顺, 卢渊. 一种高效的岩土体参数随机场建模方法. CN: CN110334434A, 2019-10-15.

[10] 朱泽奇, 盛谦, 朱付广, 陈健, 陈国良, 黄珏浩, 钟宇. 一种可施加围压的空心环剪仪. 中国: CN106092756B, 2018-11-09.

[11] 陈健, 盛谦, 刘晓敏, 朱泽奇, 冷先伦, 张勇慧, 陈国良. 一种用于振动台试验的实体模型分层夯实制作方法. 中国: CN103267619A, 2013-08-28.

[12] 盛谦, 陈健, 刘晓敏, 冷先伦, 朱泽奇, 张勇慧, 陈国良. 一种地震模拟振动台模型试验洞室成型方法. 中国: CN103234724A, 2013-08-07.

[13] 刘晓敏, 陈健, 盛谦, 冷先伦, 朱泽奇, 张勇慧, 陈国良. 一种岩土相似材料及其制备方法. 中国: CN103043986A, 2013-04-17.

出版信息

   
发表论文
[1] Jiaming Wu, Jian Chen, Guoliang Chen, Zhe Wu, Yu Zhong, Bin Chen, Wenhui Ke, Juehao Huang. Development of Data Integration and Sharing for Geotechnical Engineering Information Modeling Based on IFC. ADVANCES IN CIVIL ENGINEERING[J]. 2021, 2021: https://doaj.org/article/e6ee589ec47344f690fbf8f42d7de89b.
[2] Leng, Xianlun, Wang, Chuan, Sheng, Qian, Chen, Jian, Li, Hailun. An Enhanced Ubiquitous-Joint Model for a Rock Mass With Conjugate Joints and Its Application on Excavation Simulation of Large Underground Caverns. FRONTIERS IN EARTH SCIENCE[J]. 2021, 9: http://dx.doi.org/10.3389/feart.2021.744900.
[3] Lu, Yuan, Chen, Jian, Huang, Juehao, Feng, Libo, Yu, Song, Li, Jianbin, Ma, Chao. Post-Cyclic Mechanical Behaviors of Undisturbed Soft Clay with Different Degrees of Reconsolidation. APPLIED SCIENCES-BASEL[J]. 2021, 11(16): [4] 陈健. 不同固结度下原状软土先动后静强度特性. 岩土工程学报[J]. 2021, [5] Fu, Xiaodong, Ding, Haifeng, Sheng, Qian, Chen, Jian, Chen, He, Li, Guo, Fang, Liuyang, Du, Wenjie. Reproduction Method of Rockfall Geologic Hazards Based on Oblique Photography and Three-Dimensional Discontinuous Deformation Analysis. FRONTIERS IN EARTH SCIENCE[J]. 2021, 9: http://dx.doi.org/10.3389/feart.2021.755876.
[6] Huang, Juehao, Chen, Jian, Ke, Wenhui, Zhong, Yu, Lu, Yuan, Yi, Shun. Post-cyclic mechanical behaviors of laterite clay with different cyclic confining pressures and degrees of reconsolidation. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING[J]. 2021, 151: http://apps.webofknowledge.com/CitedFullRecord.do?product=UA&colName=WOS&SID=5CCFccWmJJRAuMzNPjj&search_mode=CitedFullRecord&isickref=WOS:000701932100003.
[7] Yi, Shun, Chen, Jian, Huang, Juehao, Li, Jianbin, Qiu, Yuefeng, You, Weijun. Investigation of Surface Settlement and Wall Deflection Caused by Braced Excavation in Spatially Variable Clays Based on Anisotropic Random Fields. ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING. 2021, [8] Huang, Juehao, Chen, Jian, Ke, Wenhui, Liu, Fusheng, Bian, Youyan. Impacts of Initial Deviator Stress and Cyclic Confining Pressure on Mechanical Behaviors of Ningbo Clay under Cyclic Loading. INTERNATIONAL JOURNAL OF GEOMECHANICS[J]. 2021, 21(4): https://www.webofscience.com/wos/woscc/full-record/WOS:000624711300020.
[9] 陈健. 考虑抗剪强度空间变异性的双层黏土边坡风险分析. 岩土工程学报[J]. 2021, [10] 陈健. 变围压循环荷载作用下超固结软黏土变形特性试验研究. 岩土工程学报[J]. 2021, [11] Fu, Xiaodong, Du, Wenjie, Sheng, Qian, Chen, Jian, Fang, Qiang, Zhou, Yongqiang. Extensions of the dynamic Newmark method for seismic stability analysis of a rock block. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS[J]. 2021, 45(10): 1477-1499, http://dx.doi.org/10.1002/nag.3210.
[12] Du, Wenjie, Sheng, Qian, Fu, Xiaodong, Chen, Jian, Zhou, Yongqiang. Extensions of the two-phase double-point material point method to simulate the landslide-induced surge process. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS[J]. 2021, 133: 362-375, [13] Xianlun Leng, Chuan Wang, Rong Pang, Qian Sheng, Jian Chen. Material Preparation and Geotechnical Properties of Transparent Cemented Soil for Physical Modeling. Frontiers in Materials[J]. 2021, 8: [14] Bai, Qiangqiang, Chen, Jian. An iterative FEM approach for tunnel shape optimization based on the concept of rational arch axis. STRUCTURES[J]. 2021, 34: 4634-4651, http://dx.doi.org/10.1016/j.istruc.2021.10.057.
[15] Leng, Xianlun, Wang, Chuan, Zhang, Juan, Sheng, Qian, Cao, Shengliang, Chen, Jian. Deformation Development Mechanism in a Loess Slope With Seepage Fissures Subjected to Rainfall and Traffic Load. FRONTIERS IN EARTH SCIENCE[J]. 2021, 9: http://dx.doi.org/10.3389/feart.2021.769257.
[16] 陈健. 不排水抗剪强度的旋转各向异性非平稳随机场模拟. 岩土工程学报[J]. 2021, [17] Huang, Juehao, Chen, Jian, Ke, Wenhui, Zhong, Yu, Lu, Yuan, Yi, Shun. Damping ratio evolution of saturated Ningbo clays under cyclic confining pressure. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING[J]. 2021, 143: http://dx.doi.org/10.1016/j.soildyn.2021.106581.
[18] 陈进河, 陈国良, 陈健, 吴加文, 金海军. 基于光纤传感技术的混凝土支撑轴力监测及数据分析. 现代城市轨道交通. 2020, 61-67, http://lib.cqvip.com/Qikan/Article/Detail?id=7101671939.
[19] 郭健, 陈健, 胡杨. 基于小波智能模型的地铁车站基坑变形时序预测分析. 岩土力学. 2020, 299-304, [[["https://kns.cnki.net/KCMS/detail/detail.aspx?dbcode=CJFQ&dbname=CJFDLAST2020&filename=YTLX2020S1034&v=MzI0ODZZUzdEaDFUM3FUcldNMUZyQ1VSN3FlWnVkdkZ5N2xWYnZJUERuSGRyRzRITkd2cm85R1lJUjhlWDFMdXg="]]].
[20] Yang, Zhenxing, Pan, Dongjiang, Zhou, Jianjun, Chen, Jian, Sun, Zhenchuan, Liu, Haining. Vibration Characteristics of Cutter-Head in Soft-Hard Mixed Stratum: An Experimental Case Study on Su'ai Tunnel. KSCE JOURNAL OF CIVIL ENGINEERING[J]. 2020, 24(4): 1338-1347, https://www.webofscience.com/wos/woscc/full-record/WOS:000519927100027.
[21] 易顺, 陈健, 柯文汇, 陈斌, 刘府生, 黄珏皓. 考虑小应变特性的软土盾构隧道地层变形分析. 岩土工程学报. 2020, 172-178, http://lib.cqvip.com/Qikan/Article/Detail?id=00002EKFLB907JP0MP507JP06NR.
[22] Chen Guoliang, Wu Jiaming, Zhong Yu, Chen Jian, Chen Bin, Wang Yongdong. Research on IFC-based standard extension for 3D geological model. ROCK AND SOIL MECHANICS[J]. 2020, 41(8): 2821-2828, [23] 胡之锋, 卢雪松, 陈健, 邱岳峰, 李科. 钢支撑滞后架设对深基坑内支撑轴力的影响. 科学技术与工程. 2020, 20(22): 9163-9169, http://lib.cqvip.com/Qikan/Article/Detail?id=7102658361.
[24] 陈国良, 吴佳明, 钟宇, 陈健, 陈斌, 王永东. 基于IFC标准的三维地质模型扩展研究. 岩土力学[J]. 2020, 41(8): 2821-2828, http://lib.cqvip.com/Qikan/Article/Detail?id=7103117573.
[25] Huang, Juehao, Chen, Jian, Cheng, Hongzhan, Qiu, Yuefeng. Effect of drainage states on dynamic behaviours of Ningbo clay under uniform cyclic loading. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT[J]. 2020, 173(2): 105-115, [26] 李健斌, 陈健. 考虑参数空间变异性的盾构隧道施工地层变形综合可靠度分析. 长江科学院院报[J]. 2020, 37(6): 127-133, http://lib.cqvip.com/Qikan/Article/Detail?id=7102170793.
[27] Qiu, Yuefeng, Chen, Jian, Su, Wende, Huang, Juehao, Yi, Shun, Wu, Jiaming. An Approach to Determining Lateral Pressure Considering the Decay in Permeability Coefficient with Depth and Application to the Subsea Tunnel of Xiamen Metro Line 2. JOURNAL OF COASTAL RESEARCH[J]. 2020, 145-150, http://dx.doi.org/10.2112/JCR-SI111-024.1.
[28] 杨振兴, 陈健, 孙振川, 游永锋, 周建军, 吕乾乾. 泥水平衡盾构用海水泥浆的改性试验研究. 岩土力学[J]. 2020, 41(2): 501-508, http://lib.cqvip.com/Qikan/Article/Detail?id=7101541881.
[29] Huang, Juehao, Chen, Jian, Lu, Yuan, Yi, Shun, Cheng, Hongzhan, Cui, Lan. Deformation Behaviors and Dynamic Backbone Curve Model of Saturated Soft Clay under Bidirectional Cyclic Loading. INTERNATIONAL JOURNAL OF GEOMECHANICS[J]. 2020, 20(4): https://www.webofscience.com/wos/woscc/full-record/WOS:000514922800016.
[30] 王建文, 陈健. 宁波淤泥质黏土土性参数相关距离研究. 湖北工业大学学报. 2019, 34(2): 92-97, http://lib.cqvip.com/Qikan/Article/Detail?id=7001807781.
[31] Cheng, Hongzhan, Chen, Jian, Li, Jianbin. Probabilistic Analysis of Ground Movements Caused by Tunneling in a Spatially Variable Soil. INTERNATIONAL JOURNAL OF GEOMECHANICS[J]. 2019, 19(12): [32] 李健斌, 陈健, 程红战, 张善凯, 吴佳明, 胡之锋. 考虑空间变异性的盾构隧道地层力学响应敏感性分析. 岩石力学与工程学报[J]. 2019, 38(8): 1667-1676, [33] Hu, Zhifeng, Chen, Jian, Hui, Xiwei, IOP. Study on Synthesis Stiffness of Inner Supported Deep Excavation in Soft Soil Area. 5TH INTERNATIONAL CONFERENCE ON ENVIRONMENTAL SCIENCE AND CIVIL ENGINEERING (ESCE2019)null. 2019, 283: [34] 黄珏皓, 陈健, 孔令智, 刘府生, 柯文汇, 邱岳峰, 李健斌. 考虑循环围压与振动频率影响的饱和软黏土动力特性试验研究. 岩土力学. 2019, 40(1): 173-182, http://lib.cqvip.com/Qikan/Article/Detail?id=6100190095.
[35] Cheng, Hongzhan, Chen, Jian, Chen, Renpeng, Huang, Juehao, Li, Jianhe. Three-dimensional analysis of tunnel face stability in spatially variable soils. COMPUTERS AND GEOTECHNICS[J]. 2019, 111: 76-88, http://dx.doi.org/10.1016/j.compgeo.2019.03.005.
[36] Cheng, HongZhan, Chen, Jian, Chen, RenPeng, Chen, GuoLiang. Reliability study on shield tunnel face using a random limit analysis method in multilayered soils. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY[J]. 2019, 84: 353-363, http://dx.doi.org/10.1016/j.tust.2018.11.038.
[37] Cheng, Hongzhan, Chen, Jian, Chen, Renpeng, Chen, Guoliang. Comparison of Modeling Soil Parameters Using Random Variables and Random Fields in Reliability Analysis of Tunnel Face. INTERNATIONAL JOURNAL OF GEOMECHANICS[J]. 2019, 19(1): https://www.webofscience.com/wos/woscc/full-record/WOS:000450399200008.
[38] Fu, Xiaodong, Sheng, Qian, Wang, Liwei, Chen, Jian, Zhang, Zhenping, Du, Yuxiang, Du, Wenjie. Spatial Topology Identification of Three-Dimensional Complex Block System of Rock Masses. INTERNATIONAL JOURNAL OF GEOMECHANICS[J]. 2019, 19(12): https://www.webofscience.com/wos/woscc/full-record/WOS:000490240200002.
[39] Cheng, HongZhan, Chen, Jian, Chen, GuoLiang. Analysis of ground surface settlement induced by a large EPB shield tunnelling: a case study in Beijing, China. ENVIRONMENTAL EARTH SCIENCES[J]. 2019, 78(20): [40] Fu, Xiaodong, Sheng, Qian, Tang, Hua, Chen, Jian, Du, Yuxiang, Zhang, Zhenping, Mei, Hongru. Seismic stability analysis of a rock block using the block theory and Newmark method. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS[J]. 2019, 43(7): 1392-1409, [41] 胡之锋, 陈健, 邱岳峰, 李健斌. 一种黏土层中深基坑开挖地表沉降预测方法. 长江科学院院报[J]. 2019, 36(6): 60-67,72, http://lib.cqvip.com/Qikan/Article/Detail?id=7002128002.
[42] 胡之锋, 陈健, 周兴涛, 胡锡炜. 钢支撑滞后架设对深基坑围护结构及地表沉降的影响. 科学技术与工程. 2019, 19(1): 213-220, http://lib.cqvip.com/Qikan/Article/Detail?id=7001109540.
[43] 程红战, 陈健, 胡之锋, 黄珏皓. 基于稳定系数法的盾构隧道开挖面失稳概率分析. 长江科学院院报[J]. 2018, 35(1): 133-136,142, http://lib.cqvip.com/Qikan/Article/Detail?id=674259530.
[44] 钟宇, 陈健, 陈国良, 吴佳明. 基于建筑信息模型技术的盾构隧道结构信息模型建模方法. 岩土力学[J]. 2018, 39(5): 1867-1876, http://119.78.100.198/handle/2S6PX9GI/12000.
[45] 程红战, 陈健, 胡之锋, 黄珏皓. 考虑砂土抗剪强度空间变异性的盾构开挖面稳定性分析. 岩土力学[J]. 2018, 39(8): 3047-3054, http://lib.cqvip.com/Qikan/Article/Detail?id=675941679.
[46] 胡之锋, 陈健, 邱岳峰, 李健斌, 周兴涛. 挡墙水平变位诱发地表沉降的显式解析解. 岩土力学[J]. 2018, 39(11): 4165-4175, http://lib.cqvip.com/Qikan/Article/Detail?id=676769892.
[47] 钟宇, 陈健, 丁烈云, 陈国良. 基于IFC标准的基坑工程围护结构信息模型建模方法研究. 隧道建设(中英文)[J]. 2018, 38(2): 207-216, http://lib.cqvip.com/Qikan/Article/Detail?id=674727671.
[48] 李健斌, 陈健, 程红战, 胡之锋, 黄珏皓, 张善凯. 基于随机场理论的双线盾构隧道地层变形分析. 岩石力学与工程学报[J]. 2018, 37(7): 1748-1765, http://lib.cqvip.com/Qikan/Article/Detail?id=675682855.
[49] Cheng, Hongzhan, Chen, Jian, Chen, Renpeng, Chen, Guoliang, Zhong, Yu. Risk assessment of slope failure considering the variability in soil properties. COMPUTERS AND GEOTECHNICS[J]. 2018, 103: 61-72, http://dx.doi.org/10.1016/j.compgeo.2018.07.006.
[50] 郭健, 钱劲斗, 陈健, 殷俊, 柯晓峰. 地铁车站深基坑施工风险识别与评价. 土木工程与管理学报[J]. 2017, 34(5): 32-38, http://lib.cqvip.com/Qikan/Article/Detail?id=673594329.
[51] Qian Sheng. Extension of discontinuous deformations analysis method to simulate seismic response of large rock cavern complex. International Journal of Geomechanics. 2017, [52] 黄珏皓, 陈健, 柯文汇, 钟宇, 邱岳峰. 双向激振循环荷载和振动频率共同作用下饱和软黏土孔压试验研究. 岩土工程学报[J]. 2017, 71-74, http://lib.cqvip.com/Qikan/Article/Detail?id=89847167504849558350484957.
[53] 程红战, 陈健, 胡之锋, 李建斌. 考虑参数空间变异性的隧道下穿建筑物安全性评价. 岩土工程学报[J]. 2017, 75-78, http://lib.cqvip.com/Qikan/Article/Detail?id=89847167504849558350485048.
[54] 黄珏皓, 陈健, 柯文汇, 黄祥国. 基于时间效应理论的软土深基坑变形分析. 长江科学院院报[J]. 2017, 34(5): 75-80, http://lib.cqvip.com/Qikan/Article/Detail?id=672010846.
[55] Fu, Xiaodong, Sheng, Qian, Zhang, Yonghui, Chen, Jian, Leng, Xianlun. Extension of the Discontinuous Deformation Analysis Method to Simulate Seismic Response of a Large Rock Cavern Complex. INTERNATIONAL JOURNAL OF GEOMECHANICS[J]. 2017, 17(5): http://119.78.100.198/handle/2S6PX9GI/4045.
[56] 钟宇, 周少东, 陈健, 陈国良, 吴佳明. 基于IFC标准的盾构隧道结构数据模型研究. 地下空间与工程学报[J]. 2017, 613-622, http://119.78.100.198/handle/2S6PX9GI/13580.
[57] 程红战, 陈健, 王占盛, 胡之锋, 黄珏皓. 考虑旋转各向异性相关结构的黏土边坡稳定性分析. 岩石力学与工程学报[J]. 2017, 3965-3973, http://lib.cqvip.com/Qikan/Article/Detail?id=89837688504849558350485057.
[58] Fu, Xiaodong, Sheng, Qian, Zhang, Yonghui, Chen, Jian, Zhang, Shankai, Zhang, Zhenping. Computation of the safety factor for slope stability using discontinuous deformation analysis and the vector sum method. COMPUTERS AND GEOTECHNICS[J]. 2017, 92: 68-76, http://dx.doi.org/10.1016/j.compgeo.2017.07.026.
[59] 钟宇, 陈健, 闵弘, 粟健, 卢松, 盛谦, 黄珏皓. 跨孔声波CT技术在花岗岩球状风化体探测中的应用. 岩石力学与工程学报[J]. 2017, 3440-3447, http://119.78.100.198/handle/2S6PX9GI/12154.
[60] Fu, Xiaodong, Sheng, Qian, Zhang, Yonghui, Chen, Jian. Time-Frequency Analysis of Seismic Wave Propagation across a Rock Mass Using the Discontinuous Deformation Analysis Method. INTERNATIONAL JOURNAL OF GEOMECHANICS[J]. 2017, 17(8): http://119.78.100.198/handle/2S6PX9GI/4101.
[61] 陈健. 构性软黏土时效特性的一维弹黏塑性模拟. 岩土力学. 2016, [62] 陈健, 王占盛, 戎虎仁. 互相关参数随机场反演的“一体两分”方法. 岩土力学[J]. 2016, 37(6): 1773-1780+1817, http://119.78.100.198/handle/2S6PX9GI/12306.
[63] 柯文汇, 陈健, 盛谦. 结构性软黏土的一维弹黏塑性模型. 岩土工程学报[J]. 2016, 38(3): 494-503, http://119.78.100.198/handle/2S6PX9GI/12409.
[64] 柯文汇, 陈健, 盛谦, 房强, 卞晓曼, 赵青. 结构性软黏土一维压缩变形特性的数学描述. 长江科学院院报[J]. 2016, 33(7): 87-92, http://lib.cqvip.com/Qikan/Article/Detail?id=669471970.
[65] 柯文汇, 陈健, 盛谦, 栗晓龙, 黄珏皓. 一个描述软黏土时效特性的一维弹黏塑性模型. 岩土力学[J]. 2016, 37(8): 2198-2205+2212, http://119.78.100.198/handle/2S6PX9GI/12289.
[66] Fu, Xiaodong, Sheng, Qian, Zhang, Yonghui, Chen, Jian. Investigation of highly efficient algorithms for solving linear equations in the discontinuous deformation analysis method. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS[J]. 2016, 40(4): 469-486, http://119.78.100.198/handle/2S6PX9GI/3825.
[67] 程红战, 陈健, 李健斌, 胡之锋, 李建贺, 黄珏皓. 基于随机场理论的盾构隧道地表变形分析. 岩石力学与工程学报[J]. 2016, 4256-4264, http://119.78.100.198/handle/2S6PX9GI/12236.
[68] Cui, Zhen, Sheng, Qian, Leng, Xianlun, Chen, Jian. Seismic response and stability of underground rock caverns: a case study of Baihetan underground cavern complex. JOURNAL OF THE CHINESE INSTITUTE OF ENGINEERS[J]. 2016, 39(1): 26-39, http://119.78.100.198/handle/2S6PX9GI/3793.
[69] 胡伟, 闵弘, 陈健, 徐开民. 大型原位直剪试验设备改进研制与应用. 岩土力学[J]. 2015, 905-912, http://119.78.100.198/handle/2S6PX9GI/12430.
[70] 刘晓敏, 盛谦, 陈健, 柯文汇, 杨继华. 大型地下洞室群地震模拟振动台试验研究(Ⅰ):岩体相似材料配比试验. 岩土力学[J]. 2015, 36(1): 83-88, http://119.78.100.198/handle/2S6PX9GI/12445.
[71] 刘晓敏, 盛谦, 陈健, 柯文汇, 杨继华. 大型地下洞室群地震模拟振动台试验研究(Ⅱ):试验方案设计. 岩土力学[J]. 2015, 36(6): 1683-1690, http://119.78.100.198/handle/2S6PX9GI/12557.
[72] Xiaodong Fu, Qian Sheng, Yonghui Zhang, Jian Chen. Investigations of the sequential excavation and reinforcement of an underground cavern complex using the discontinuous deformation analysis method. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research. 2015, 50: 79-93, http://dx.doi.org/10.1016/j.tust.2015.06.010.
[73] Fu, Xiaodong, Sheng, Qian, Zhang, Yonghui, Chen, Jian. Investigations of the sequential excavation and reinforcement of an underground cavern complex using the discontinuous deformation analysis method. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY[J]. 2015, 50: 79-93, https://www.webofscience.com/wos/woscc/full-record/WOS:000365366200009.
[74] Fu, Xiaodong, Sheng, Qian, Zhang, Yonghui, Chen, Jian. Application of the discontinuous deformation analysis method to stress wave propagation through a one-dimensional rock mass. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES[J]. 2015, 80: 155-170, http://dx.doi.org/10.1016/j.ijrmms.2015.09.017.
[75] Hicks, M A, Nuttall, J D, Chen, J. Influence of heterogeneity on 3D slope reliability and failure consequence. COMPUTERS AND GEOTECHNICS[J]. 2014, 61: 198-208, http://dx.doi.org/10.1016/j.compgeo.2014.05.004.
[76] 陈子华, 陈蜀俊, 陈健, 盛谦, 闵弘, 胡伟. 土石混合体渗透性能的试坑双环注水试验研究. 长江科学院院报[J]. 2012, 29(4): 52-56, http://lib.cqvip.com/Qikan/Article/Detail?id=41522763.
[77] Chen Jian. Seismic stability assessment of the Baihetan HPP underground complex. Advances in underground space development, ACUUS. 2012, [78] Leng Xianlun, Cui Zhen, Liu Jiajin, Sheng Qian, Chen Jian. Performance-based Seismic Stability Assessment of Large Underground Carven Complex with Incremental Dynamic Analysis. DISASTER ADVANCES[J]. 2012, 5(4): 686-692, http://119.78.100.198/handle/2S6PX9GI/3376.
[79] 魏倩, 盛谦, 陈健, 冷先伦, 崔臻. 隧道衬砌受力特性研究与结构安全性评价. 人民长江[J]. 2012, 59-61+74, http://lib.cqvip.com/Qikan/Article/Detail?id=1001979820.
[80] Cheng, Y M, Choi, Yongki, Yeung, Albert T, Tham, L G, Au, Alfred S K, Wei, W B, Chen, J. New Soil Nail Material-Pilot Study of Grouted GFRP Pipe Nails in Korea and Hong Kong. JOURNAL OF MATERIALS IN CIVIL ENGINEERING[J]. 2009, 21(3): 93-102, https://www.webofscience.com/wos/woscc/full-record/WOS:000263400100001.
[81] Chen, J, Yin, JH, Lee, CF. A three-dimensional upper-bound approach to slope stability analysis based on RFEM. GEOTECHNIQUE. 2006, 56(4): 285-286, https://www.webofscience.com/wos/woscc/full-record/WOS:000237689200005.
[82] Chen Jian. The Use of a SQP Algorithm in Slope Stability Analysis. Communications in Numerical Methods in Engineering. 2005, [83] Chen Jian. A Rigid Finite Element Method for Upper Bound Limit Analysis of Soil Slopes Subjected to Pore Water Pressure. ASCE Journal of Engineering Mechanics. 2004, [84] Chen, J, Yin, JH, Lee, CF. Stability analysis of the permanent shiplock slopes of the Three Gorges Project. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES[J]. 2004, 41(3): 472-473, http://dx.doi.org/10.1016/j.ijrmms.2004.03.105.
[85] 谷志盂, 陈健. 液压光电测压计结构优化分析与试验研究. 岩土力学[J]. 2003, 24(2): 311-315, http://lib.cqvip.com/Qikan/Article/Detail?id=7655810.
[86] Chen, J, Yin, JH, Lee, CF. Upper bound limit analysis of slope stability using rigid finite elements and nonlinear programming. CANADIAN GEOTECHNICAL JOURNAL[J]. 2003, 40(4): 742-752, https://www.webofscience.com/wos/woscc/full-record/WOS:000185319300003.
[87] 贺怀建, 白世伟, 陈健. 岩土工程专家系统中的推理及其应用. 岩石力学与工程学报[J]. 2002, 21(8): 1239-1242, http://lib.cqvip.com/Qikan/Article/Detail?id=6559836.
[88] 张煜, 温国强, 王笑海, 陈健. 三维体绘制技术在工程地质可视化中的应用. 岩石力学与工程学报[J]. 2002, 21(4): 563-567, http://lib.cqvip.com/Qikan/Article/Detail?id=6083392.
[89] 贺怀建, 白世伟, 赵新华, 陈健. 三维地层模型中地层划分的探讨. 岩土力学[J]. 2002, 23(5): 637-639, http://lib.cqvip.com/Qikan/Article/Detail?id=6942127.
[90] 贺怀建, 白世伟, 陈健. 神经网络在岩土工程观测数据优化中的应用. 岩土力学[J]. 2001, 22(2): 229-, http://lib.cqvip.com/Qikan/Article/Detail?id=5299350.
[91] 陈健. 三维地层信息系统的建模与分析研究. 2001, [92] 白世伟, 王笑海, 陈健, 王纯祥. 岩土工程的信息化与可视化. 矿产勘查. 2001, 16-17, http://lib.cqvip.com/Qikan/Article/Detail?id=3000702361.
[93] 陈健, 谷志孟. 液压型光电式测压计的开发研究. 岩石力学与工程学报[J]. 2000, 926-929, http://lib.cqvip.com/Qikan/Article/Detail?id=1000735480.
[94] 谷志孟, 陈健. 液压型光电式测压计的室内模拟试验研究. 土工基础. 1999, 13(1): 44-46, http://lib.cqvip.com/Qikan/Article/Detail?id=3405234.

科研活动

   
科研项目
( 1 ) 城市地下岩土工程风险分析与安全评价, 主持, 部委级, 2011-01--2013-12
( 2 ) 火成岩地区高坝筑坝关键技术研究, 主持, 部委级, 2011-01--2011-12
( 3 ) 高速铁路路基动力灾变机理及过程控制, 参与, 省级, 2011-12--2013-12
( 4 ) 复杂地质条件下地下空间施工安全评估技术, 主持, 部委级, 2015-06--2017-12
( 5 ) 厦门轨道交通工程变形控制与监测技术研究, 主持, 院级, 2015-09--2017-12
( 6 ) 温州市域铁路地下工程深厚软土变形机理及防治对策研究, 主持, 院级, 2013-06--2016-12
( 7 ) 宁波轨道交通工程深厚软土变形机理与控制措施研究, 主持, 院级, 2013-10--2015-10
( 8 ) 复合地层城市铁路隧道暗挖施工地面沉降预测及控制技术研究, 主持, 院级, 2014-03--2015-10
( 9 ) 厦门轨道交通2号线、3号线流固耦合作用下跨海隧道最小带压进舱压力研究, 主持, 院级, 2014-05--2018-12
( 10 ) 云南地区环境与工程因素诱发 滑坡的力学机制研究, 参与, 国家级, 2015-01--2018-12
( 11 ) 宁波软粘土长期变形演化规律与盾构隧道纵向变形机制, 主持, 院级, 2019-01--2020-12
( 12 ) 复杂条件下大跨扁平暗挖隧道施工变形机理及控制研究, 主持, 院级, 2018-08--2020-07
( 13 ) 复杂地形地质条件下近场地震动传播特性, 主持, 国家级, 2015-01--2019-08
( 14 ) 金华-义乌-东阳市域轨道交通工程施工 智能监测与预警关键技术研究, 主持, 院级, 2018-07--2020-12
( 15 ) 基于BIM技术的地铁施工运营安全管控关键技术研究, 主持, 省级, 2018-07--2020-06
( 16 ) 中尼交通廊道典型灾害动力过程分析与减灾方案, 主持, 部委级, 2019-07--2021-12
参与会议
(1)基于bim技术的岩土工程信息模型研究   第十届全国地面岩石工程学术会议暨西南区域工程建设气象与地质灾害防治技术研讨会   2019-12-18
(2)extension of 3d geotechnical modelling to bim environment   2019-11-13

指导学生

已指导学生

胡伟  博士研究生  081401-岩土工程  

冯德定  硕士研究生  430114-建筑与土木工程  

李龙飞  硕士研究生  085213-建筑与土木工程  

王占盛  博士研究生  081401-岩土工程  

栗晓龙  硕士研究生  085213-建筑与土木工程  

刘晓敏  博士研究生  081401-岩土工程  

黄珏皓  博士研究生  081401-岩土工程  

胡之锋  博士研究生  081401-岩土工程  

钟宇  博士研究生  081401-岩土工程  

程红战  博士研究生  081401-岩土工程  

柯文汇  博士研究生  081401-岩土工程  

陈进河  硕士研究生  085213-建筑与土木工程  

李健斌  博士研究生  081401-岩土工程  

现指导学生

邱岳峰  博士研究生  081401-岩土工程  

易顺  博士研究生  081401-岩土工程  

吴佳明  博士研究生  081401-岩土工程  

韦宗科  硕士研究生  085213-建筑与土木工程  

田宁  博士研究生  081401-岩土工程  

卢渊  博士研究生  081401-岩土工程  

白强强  博士研究生  081401-岩土工程