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    蔡燕燕

    • 教授 硕士生导师
    • 性别:女
    • 出生日期:1982-06-03
    • 毕业院校:英国诺丁汉大学
    • 学历:博士研究生毕业
    • 学位:哲学博士学位
    • 入职时间:2010-10-19
    • 办公地点:土木实验楼210
    • 电子邮箱:
    • 学科:土木工程

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    个人简介

    蔡燕燕(1982-),教授,硕士生导师。主要从事岩土与地下工程专业的教学与研究工作,在岩土力学物理与数值实验方面有研究专长。主持国家自然科学基金项目3项,福建省自然科学基金项目2项,国家重点实验室开放课题2项,教育部海外留学归国人员科研基金项目1项,泉州市科技计划项目1项,中央高校基本科研业务专项基金项目1项。先后在《International Journal of Geomechanics》、《Journal of Geotechnical and Geoenvironmental Engineering》、《岩土工程学报》、《岩石力学与工程学报》等国内外岩土工程著名期刊上发表论文30余篇,其中20余篇被SCI、EI收录,出版英文专著1部。荣获2004年中国土木工程学会优秀毕业生奖(詹天佑奖),入选2016年福建省高校杰出青年科研人才培育计划,2016年泉州市引进高层次创业创新人才、2015年度华侨大学中青年教师科技创新人才计划。培养硕士生7名。

    团队需求硕士生5名,欢迎微信咨询。


    研究兴趣:

    特殊土工程特性;

    隧道力学与计算方法;

    地基处理与复合地基新技术;


    主要经历(学习、工作、进修等)

    学习:

    2005.12—2010.01,University of Nottingham岩土工程专业毕业,获博士学位;

    2004.09—2005.12,University of Nottingham岩土工程专业毕业,获硕士学位;

    2000.09—2004.07,中国矿业大学土木工程专业毕业,获学士学位;

    工作:

    2015.01—今,   华侨大学土木工程学院,副教授、硕导;

    2010.10—2014.12,华侨大学土木工程学院,讲师、硕导;


    主要学术兼职:

    [1]中国土木工程学会土力学及岩土工程分会青年工作委员会 委员

    [2]《Journal of Geotechnical and Geoenvironmental Engineering》、《Marine Georesources & Geotechnology》、《Geomechanics and Geoengineering》等学术期刊审稿专家


    主持科研项目:

    [1]国家自然科学基金面上项目(51978292):珊瑚砂蠕变和应力松弛效应的细观机制及黏弹塑性本构描述;

    [2]国家自然科学基金面上项目(51774147):主应力轴旋转下尾砂“强非共轴性”的宏细观力学机制与本构描述;

    [3]国家自然科学基金青年项目(51308234):交通荷载作用下砂土非共轴变形特性及本构理论;

    [4]福建省高校杰出青年科研人才培育计划:不同颗粒细观形貌砂土的非共轴变形行为及本构理论;

    [5]福建省自然科学基金面上项目(2017J01094):颗粒几何形貌对砂土非共轴性的影响规律及本构模型修正;

    [6]福建省自然科学基金青年项目(2013J05079):钙质砂在复杂应力条件下的非共轴特性试验研究;

    [7]深部岩土力学与地下工程国家重点实验室开放基金(SKLGDUEK1701):深部岩石动力与卸载两扰动耦合损伤破裂机制研究;

    [8]地质灾害防治与地质环境保护国家重点实验室开放基金(SKLGP2018K008):卸荷与动力两扰动作用对岩爆灾害迟泄性的影响规律及理论模型研究;

    [9]教育部第46批留学回国人员科研启动基金:影响砂土非共轴性若干试验因素的研究;

    [10]深部岩土力学与地下工程国家重点实验室开放基金(SKLGDUEK1111):粗粒土在复杂应力条件下的非共轴特性试验研究;

    [11]泉州市科技计划项目(2012Z92):波浪荷载作用下CCSG桩复合地基工作性状研究;

    [12]华侨大学中青年教师科研资助计划项目(ZQN-PY311):施工过程影响下的双孔隧道围岩时效应力变形特性及解析理论;

    [13]中央高校基本科研业务费专项基金(JB-ZR1229):连续旋转荷载作用下粒状土非共轴特性的试验与数值研究;

    [14]华侨大学高层次引进人才基金项目(11BS105):利用数值模拟分析重复加载对砂土非共轴性的影响;

    [15]大连理工大学委托横向课题:砂岩结构表面形态研究;


    获奖和鉴定项目:

    [1]中国岩石力学与工程学会青年科技奖银奖(2018年);

    [2]中国岩石力学与工程学会科技进步三等奖(2/8):高陡岩质边坡滑移机理与滑移预判关键技术研究,2018年;


    发表论著:

    [1]Y. Cai, H. S. Yu, D. Wanatowski, et al. Non-Coaxial Behavior of Sand under Various Stress Paths[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013,139(8): 1381-1395. DOI:10.1061/(ASCE)GT.1943-5606.0000854.(SCI,3区,IF=2.464)

    [2]Y. Cai, Q.S. Chen, Y.T. Zhou, et al. Estimation of Passive Earth Pressure against Rigid Retaining Wall Considering Arching Effect in Cohesive-Frictional Backfill under Translation Mode[J]. International Journal of Geomechanics, 2017,17(4):04016093. DOI:10.1061/ (ASCE)GM. 1943-5622.0000786. (SCI,IF=2.136)

    [3]Cai Y, Liu Z, Li T, et al. Vertical dynamic response of a pile embedded in radially inhomogeneous soil based on fictitious soil pile model[J]. Soil Dynamics and Earthquake Engineering, 2020, 132: 106038.

    [4]Y. Cai, B.X. Tu, J Yu, et al. Numerical Simulation Study on Lateral Displacement of Pile Foundation and Construction Process under Stacking Loads[J]. COMPLEXITY, 2018(2018), Article ID 2128383:1-18. https://doi.org/10.1155/2018/2128383.(SCI,2区,IF=4.621)

    [5]Y. Cai, J. Yu, G.F. Fu, et al.  Experimental investigation on the relevance of mechanical properties and porsity of sandstone after hydrochemical erosion[J]. Journal of Mountain Science, 2016,13(11):2053-2068. DOI:10.1007/s11629-016-4007-2. (SCI,IF=1.016)

    [6]Y. Cai and J. Yu. Engineering Geological Environment Comprehensive Evaluation with intuitionistic fuzzy information[J]. Journal of Intelligent & Fuzzy Systems, 2016,30(5): 2705-2711. DOI:10.3233/IFS-152023.(SCI,IF=1.261)

    [7]Y. Cai, X. Chen, J. Yu, et al. Numerical Study on the Evolution of Mesoscopic Properties and Permeability in Sandstone under Hydromechanical Coupling Conditions Involving Industrial Internet of Things[J]. IEEE Access, 2018,6(Issue1):11804-11815. DOI:10.1109/ACCESS. 2018.2799941.(SCI,3区,IF=3.244)

    [8]Y. Cai, J. Yu, B.X. Tu. Research on Double-yield Surface Model with Considering Time Effect and Its Application in Vibration Engineering[J]. Journal of Vibroengineering, 2015,17(7): 3715 3726. (SCI)

    [9]Y. Cai, J. Yu, X Chen. Experimental Investigation of Particle Contact Laws for Discrete Element Model of Granular Materials[J]. Materials Research Innovations. 2015,19(S5):267-272. DOI:10.1179/1432891714Z.0000000001090. (SCI) 

    [10]W. Yao, Y. Cai, J. Yu, J.F. Zhou, S.Y. Liu, B.X Tu. Experimental and Numerical Study on Mechanical and Cracking Behaviors of Flawed Granite under Triaxial Compression[J]. Measurement,2019(145):573-582.(SCI三区,IF=2.28)

    [11]J. Yu, Y. Cai, W.B. Wu, et al. Effect of sediment on vertical dynamic impedance of rock-socketed pile with large diameter[J]. Journal of Central South University, 2013,20(10):2856−2862.DOI:10.1007/s1177101318062.(SCI,IF=0.601)

    [12]J. Yu, Y. Cai, Z.B. Qi, et al. Analytical Analysis and Field Test Investigation of Consolidation for CCSG Pile Composite Foundation in Soft Clay[J]. Journal of Applied Mathematics, 2013(795962):1-14.DOI:10.1155/2013/795962.(SCI)

    [13]J. Yu, X. Chen, Y. Cai, et al. Triaxial test research on mechanical properties and permeability of sandstone with a single infilled joint[J]. KSCE Journal of Civil Engineering, 2016,20(6):2243-2252.DOI: 10.1007/s12205-015-1663-7.(SCI,IF=0.812)

    [14]J. Fang, L. Tian, Y. Cai, et al. A Mechanical Model of the Overlying Rock Masses in Undersea Coal Mining and a Stress-Seepage Coupling Numerical Simulation[J]. Advances in Civil Engineering Volume 2018, Article ID 8161498,1-14. DOI:10.1155/2018/8161498. (SCI,IF=0.827)

    [15]C. Lin, J. Yu, Y. Cai, X. Chen and H.Y. Kang. Hydro-mechanical coupling test and mesoscopic numerical simulation of sandstone with a single infilled joint[J]. DYNA, 2018, 94(3):278-285. DOI: http://dx.doi.org/10.6036/8757.(SCI)

    [16]H. S. Yu, X. Li, Y. Cai. Sand Behaviour Under Principal Stress Rotation: Observations and Modelling[A]. International Workshop on Multiscale and Multiphysics Processes in Geomechanics[C]. Stanford University Campus, 2010:23-25.(EI, ISTP)

    [17]蔡燕燕, 俞缙, H. S. Yu, 等. 考虑主应力轴旋转的砂土变形特性试验研究[J]. 岩石力学与工程学报, 2013,32(2):417-424.(EI)

    [18]蔡燕燕, 孙启超, 俞缙, 等. 蠕变作用后大理岩强度与变形特性试验研究[J]. 岩石力学与工程学报. 2017,36(11): 2767-2777 (EI)

    [19]蔡燕燕, 罗承浩, 俞缙, 等. 热损伤花岗岩三轴卸围压力学特性试验研究[J]. 岩土工程学报, 2015,37(7):1173−1180.(EI)

    [20]蔡燕燕, 唐欣, 林立华, 等. 疲劳荷载下大理岩累积损伤过程的应变速率响应[J]. 岩土工程学报(网络首发)

    [21]蔡燕燕, 俞缙, H. S. Yu, 等. 加载路径对粗粒土非共轴性影响的试验研究[J]. 岩土工程学报,2012,34(6): 1117-1122.(EI)

    [22]蔡燕燕, 江浩川, 俞缙, 等. 水泥固化滨海风积砂力学特性试验及细观数值仿真[J]. 岩土工程学报, 2016,38(11):1973-1980.(EI)

    [23]蔡燕燕, 张建智, 俞缙, 等. 考虑围岩蠕变全过程与扩容的深隧非线性位移解[J]. 岩土力学, 2015,36(7):1831−1839.(EI)

    [24]蔡燕燕, 张建智, 俞缙, 等. 近溶腔高压水工隧洞围岩应力位移弹性解[J]. 现代隧道技术, 2015, 52(1):45-54.(EI)

    [25]蔡燕燕, 江文放, 俞缙, 等. 考虑筋材旋转抛物面变形的桩承式路堤桩土应力比[J]. 岩土工程学报, 2013,35(增2): 963-967.(EI)

    [26]蔡燕燕, 俞缙, 郑春婷,等. 楔形桩桩顶纵向振动阻抗的解析解[J]. 岩土工程学报,2011,33(增2):392-398.(EI)

    [27]蔡燕燕, 王海, 戚志博, 等. 考虑土体非线性的CCSG桩复合地基固结解[J]. 岩土力学, 2015,36(增1):639−645.(EI)

    [28]蔡燕燕, 胡舜娥,江浩川, 等. 循环荷载下滨海风积砂孔压发展规律试验研究[J]. 地下空间与工程学报, 2016,12(5): 1211-1218.(CSCD核心)

    [29]蔡燕燕, 周亦涛, 郑春婷, 等. 采用位移模式的柔性桩单桩荷载传递规律分析[J]. 华侨大学学报(自然科学版), 2012, 33(3):317-320.(中文核心)

    [30]胡舜娥, 蔡燕燕, 俞缙, 等. 水泥固化滨海风积砂三轴试验研究[J]. 地下空间与工程学报, 2014, 10(3): 573−579.(CSCD核心)


    专利申请:

    [1]一种复合软粘土地基(专利号:ZL201220385156.2,2/4)

    [2]一种工程用承压渗透式声测探头(专利号:ZL201220149172.1,2/4)

    [3]岩石三轴试验的主被动组合式声学测试及渗流测试联合系统(专利号:ZL201320295420.8,2/4)


    人才培养情况:

    俞凯木(2013级,保研)

    论文:应力释放与孔压劣化下圆形岩巷黏弹性变形响应解

    就业:上海市建筑科学研究院(集团)有限公司

    江浩川(2013级,保研)

    论文:水泥固化滨海风积砂静、动力学特性及数值模拟分析

    就业:中国建筑东北设计研究院有限公司

    王林丰(2014级),获校一等学业奖学金

    论文:含预制裂隙花岗岩变形破坏特征三轴试验与离散元数值分析

    孙启超(2015级),获校研究生一等奖学金

    论文:蠕变作用下及蠕变作用后大理岩变形与破裂特性试验研究

    就业:中国奥园地产集团股份有限公司

    贺  泽(2016级),获研究生承志奖学金、新生奖学金

    论文:含充填节理岩石动力学性能及波动特性研究

    就业:厦门市政建设开发有限公司

    刘文强(2017级)

    论文:钙质砂水泥基材料裂缝微生物自修复试验研究

    就业:

    刘  超(2017级)

    论文:压力型锚杆锚固机理与承载性能研究

    就业:华阳国际工程设计股份有限公司广州分公司



    联系方式:

    E-mail:  yycai@hqu.edu.cn

    工作QQ:126289665

    通讯地址:福建省厦门市集美大道668号华侨大学土木工程学院

    邮政编码:361021


    论文成果

  • Engineering geological environment comprehensive evaluation with intuitionistic fuzzy information.2015JCR-大类-工程技术4区:JOURNAL OF INTELLIGENT & FUZZY SYSTEMS,2015,

  • 蠕变作用后大理岩强度与变形特性试验研究.中国岩石力学与工程学会:岩石力学与工程学报,2016,

  • Numerical Simulation Study on Lateral Displacement of Pile Foundation and Construction Process under Stacking Loads.WILEY-HINDAWI:COMPLEXITY,2017,

  • Estimation of Passive Earth Pressure against Rigid Retaining Wall Considering Arching Effect in Cohesive-Frictional Backfill under Translation Mode.2016JCR大类-地学4区:INTERNATIONAL JOURNAL OF GEOMECHANICS,2016,

  • Experimental study on mechanical properties and mesoscopic numerical simulation of cement-solidified coastal aeolian sands()水泥固化滨海风积砂力学特性试验及细观数值仿真.EI正刊:Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering,2015,

  • Experimental study on strength and deformation characteristics of marble after creep.EI正刊:Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering,2016,

  • Numerical Study on the Evolution of Mesoscopic Properties and Permeability in Sandstone under Hydromechanical Coupling Conditions Involving Industrial Internet of Things.IEEE-INST ELECTRICAL ELECTRONICS ENGINEERS INC:IEEE Access,2017,

  • 循环荷载下滨海风积砂孔压发展规律试验研究.中国岩石力学与工程学会;重庆大学:地下空间与工程学报,2015,

  • Experimental investigation on the relevance of mechanical properties and porosity of sandstone after hydrochemical erosion.2015JCR-大类-环境科学与生态学4区:Journal of Mountain Science,2015,

  • Experimental study on mechanical properties of thermal-damage granite rock under triaxial unloading confining pressure.EI正刊:Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering,2014,

  • Nonlinear displacement solutions for deep tunnels considering whole process of creep and dilatation of surrounding rock.EI正刊:Yantu Lixue/Rock and Soil Mechanics,2014,

  • Experimental investigation of particle contact laws for discrete element model of granular materials.2014JCR-大类-工程技术-四区:MATERIALS RESEARCH INNOVATIONS,2014,

  • Engineering geological environment comprehensive evaluation with intuitionistic fuzzy information.Journal of Intelligent & Fuzzy Systems,2015,

  • Analytical solution for consolidation of CCSG pile composite foundation by considering nonlinearity of soil.EI正刊:Yantu Lixue/Rock and Soil Mechanics,2014,

  • Research on double-yield surface model with considering time effect and its application in vibration engineering.2014JCR-大类-工程技术-四区:Journal of Vibroengineering,2014,

  • Elastic Solution of Rock Stress and Displacement in a High-Pressure Hydraulic Tunnel Adjacent to a Karst Cavity.EI正刊:Modern Tunnelling Technology,2014,

  • Experimental investigation of particle contact laws for discrete element model of granular materials.MATERIALS RESEARCH INNOVATIONS,2014,

  • 近溶腔高压水工隧洞围岩应力位移弹性解.现代隧道技术,2014,

  • 水泥固化滨海风积砂三轴试验研究.重庆大学;中国岩石力学与工程学会:地下空间与工程学报,2013,

  • Experimental study of deformation behaviour of sand under rotation of principal stress axes(考虑主应力轴旋转的砂土变形特性试验研究).EI正刊:Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering,2012,

  • Noncoaxial Behavior of Sand under Various Stress Paths.SCI 三区:JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING,2012,

  • Noncoaxial Behavior of Sand under Various Stress Paths.SCI 三区:JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING,2012,

  • 加载路径对粗粒土非共轴性影响的试验研究.Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering,2011,

  • Noncoaxial Behavior of Sand under Various Stress Paths.ASCE:JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING,2012,1381-1395.

  • 考虑筋材旋转抛物面变形的桩承式路堤桩土应力比 Pile-soil stress ratio of pile-supported embankments considering deformation of revolution paraboloid of reinforcement.岩土工程学报增刊,2012,

  • 成层地基中单桩沉降的时间效应研究.广西大学学报(自然科学版),2011,

  • The Review of Experimental Studies on Non-coaxial Soil Behaviour.Advanced Materials Research,2011,

  • 岩石节理法向变形的指数-双曲线.郑州轻工业学院学报(自然科学版),2011,

  • 基于回归分析法的改进Duncan-Chang模型研究.武汉理工大学学报,2011,

  • 基于幂函数关系的黏土非线性本构模型.甘肃工业大学学报(改名为:兰州理工大学学报),2011,

  • 楔形桩桩顶纵向振动阻抗的解析解.岩土工程学报,2010,

  • 考虑主应力轴旋转的砂土变形特性试验研究.岩石力学与工程学报,2012,

  • 加载路径对粗粒土非共轴性影响的试验研究.岩土工程学报,2011,

  • 楔形桩桩顶纵向抗振阻抗的解析解.岩土工程学报(增刊),2010,392-398.

  • 采用位移模式的柔性桩单桩荷载传递分析.华侨大学学报(自然科学版),2011,