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[1]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.（SCI，高被引论文）
[2]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)
[3]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)
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[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,P. Xue, B.X. Tu, et al. Laws of volumetric deformation and particle breaking of calcareous sand under cyclic loading[J]. Arabian Journal of Geosciences,(2021) 14:162.https://doi.org/10.1007/s12517-020-06396-2(SCI)
[9]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)
[10]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)
[11]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)
[12]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)
[13]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)
[14]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)
[15]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)
[16]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)
[17]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)
[18]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)
[19]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)
[20]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)
[21]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, 2020,42(5):827-836.(EI)
[22]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)
[23]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)
[24]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)
[25]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)
[26]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)
[27]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)
[28]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)
[29]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)
[30]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)
[31]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)
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,
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