PhD thesis
  • Numerial Analysis of Wave-Seabed-Breawater Interactions
    • In 2019
  • [1] 曹梦，叶剑红．南海钙质砂蠕变-应力-时间四参数数学模型. 岩土力学. https: //doi.org/10. 16285/j. rsm. 2018. 1267
  • [2] 叶剑红，曹梦，李刚．中国南海吹填岛礁原状钙质砂蠕变特征初探[J/OL]．岩石力学与工程学报. https://doi.org/10.13722/j.cnki.jrme.2018.0695
    • In 2018
  • [1] Kunpeng He, Taikun Huang, Jianhong Ye(2018). Stability analysis of a composite breakwater at Yantai port, China: An application of FSSI-CAS-2D. Ocean Engineering 168 (2018) 95-107.
  • [2] Jianhong Ye, Zaohui Zhang, Jipeng Shan(2018). Statistics-based method for determination of drag coefficient for nonlinear porous flow in calcareous sand soil. Bulletin of Engineering Geology and the Environment. https://doi.org/10.1007/s10064-018-1330-6.
  • [3] 张 燕, 周 轩, 叶剑红(2018). 大开度裂隙网络内非线性两相渗流的数值研究. 岩石力学与工程学报 第 37 卷 第 4 期.
  • [4] 张 燕, 于大伟, 叶剑红(2018). 岩石类材料拉伸弹性模量测量方法的对比研究. 岩土力学 第 39 卷 第 6 期.
    • In 2017
  • [1] Ye J H, Jeng D-S, Chan A H C, Wang R & Zhu C-Q (2017). 3D Integrated numerical model for Fluid-Structures-Seabed Interaction (FSSI): loosely deposited Seabed Foundation. Soil Dynamics and Earthquake Engineering, 92, 239-252.
  • [2] Guoxiang Yang, Jianhong Ye(2017). Wave & current-induced progressive liquefaction in loosely deposited seabed. Ocean Engineering 142 (2017) 303-314.
  • [3] Guoxiang Yang, Jianhong Ye. Nonlinear standing wave-induced liquefaction in loosely deposited seabed. Bull Eng Geol Environ. DOI 10.1007/s10064-017-1038-z.
    • In 2016
  • [1] Ye J H and Wang G (2016). Numerical simulation of seismic liquefaction mechanism in Quaternary loose seabed, Bulletin of Engineering Geology and the Environment, 73(3): .1183-1197.
  • [2] Ye J H & Wang G (2016). Nonlinear dynamic simulation of offshore breakwater on sloping seabed foundation. Bulletin of Engineering Geology and the Environment, 73(3): 1215-1225.
  • [3] Ye J H, Jeng D-S, Chan A H C, Wang R & Zhu C-Q (2016). 3D Integrated Numerical model for Fluid-Structures-Seabed Interaction (FSSI): Elastic dense Seabed Foundation. Ocean Engineering, 115：107-122.
    • In 2015
  • [1] Ye J H & D-S Jeng (2015). Numerical Simulation of Wave-induced Dynamic Response of Poro-Elasto -Plastic Seabed Foundation and Composite Breakwater, Applied Mathematical modeling, 39 (1), 322-347.
  • [2] Ye J H,& Wang G (2015). Seismic dynamics of offshore breakwater on liquefiable seabed foundation. Soil Dynamics and Earthquake Engineering, 76:86-99.
  • [3] 王良民, 叶剑红*,朱长歧 (2015). 近海欠密实砂质海床内波致渐进液化特征研究, 岩土力学 36 (12), 3583-3588
    • In 2014
  • [1] Ye J H, D-S Jeng, Wang Ren & Zhu Ch-Q (2014). Breaking Wave-Induced Response of Composite Breakwater and Liquefaction of Seabed Foundation. Coastal Engineering, 85:72-86.
  • [2] Ye J H, Zhang Yan, Wang Ren & Zhu Ch-Q (2014). Nonlinear interaction between wave, breakwater and its loose seabed foundation: A small-scale case. Ocean Engineering, 91:300-315.
    • In 2013
  • [1] Ye J H, D-S Jeng, Wang Ren & Zhu Ch-Q (2013). Numerical study of the stability of breakwater built on sloped porous seabed under tsunami loading. Applied Mathematical modeling, 37:9575-9590.
  • [2] Ye J H, D-S Jeng, Wang Ren & Zhu Ch-Q (2013). Validation of a 2D Semi-Coupled Numerical Model for Fluid-Structures-Seabed Interaction. Journal of Fluids and Structures, 42: 333–357.
  • [3] Ye J H, D-S Jeng, Wang Ren & Zhu Ch-Q (2013). A 3D Semi-Coupled Numerical Model for the Fluid-Structures-Seabed-Interaction: Model and Verification. Journal of Fluids and Structures, 40: 148-162.
  • [4] Jeng D-S, Ye J H, J-S Zhang PL-F Liu (2013). An integrated model for the wave-induced seabed response around marine structures: Model, verifications and applications. Coastal Engineering, 72 (1): 1-19.
  • [5] Ye J H & Jeng D-S (2013). Three-dimensional dynamic transient response of a poro-elastic unsaturated Seabed and a rubble mound breakwater due to seismic loading. Soil Dynamics and Earthquake Engineering, 44(1):14-26.
    • In 2012
  • [1] Ye J H, Zhang Y, Ji H G & Wu F Q (2012). Estimation of the bi-modulus of materials through deformation measurement in a Brazilian disk test. International Journal of Rock Mechanics and Mining Sciences, 52(4):122-131.
  • [2] Ye J H, Zhang Y, Sun J Z A & Wu F Q (2012). Correction of the probabilistic density function of discontinuities spacing considering the statistical errors based on negative exponential distribution. Journal of Structural Geology. 40: 17-28.
  • [3] Ye J H & Jeng D-S (2012). Response of porous seabed to nature loadings-waves and currents. Journal of Engineering Mechanics, ASCE, 138(6):601-613.
  • [4] Ye J H (2012). 3D Liquefaction Criterion for Seabed Considering the Cohesion and Friction of Soil. Applied Ocean Research, 37:111-119.
  • [5] Ye J H, Jeng D-S & Chan A H C (2012). Consolidation and Dynamics of 3D Unsaturated Porous Seabed under Rigid Caisson Breakwater under Hydrostatic Pressure and Wave. Science China-Technological Sciences, 55(8): 2362–2376.
  • [6] Jeng D-S & Ye J H (2012). Three-dimensional consolidation of a porous unsaturated seabed under rubble mound breakwater. Ocean Engineering, 53:48-59.
  • [7] Ye J H (2012). Seismic Response of Poro-Elastic Seabed and Composite Breakwater under Strong Earthquake Loading. Bulletin of Earthquake Engineering, 10 (5):1609-1633.
  • [8] Zhang Y, Ji H G, Ye J H & Li S Y (2012). Analytical solutions of the tensile strength and preponderant crack angle for the I-II mixed crack in brittle material. Mechanika, 18(1): 22-28.
  • [9] Ye J H (2012). Numerical Modeling of Consolidation of 2-D Porous Unsaturated Seabed under a Composite Breakwater. Mechanika, 18(4):373-379.
    • Before 2012
  • [1] Ye J H & Jeng D-S (2011). Effects of bottom shear stresses on the wave-induced dynamic response in a porous seabed: PORO-WSSI (shear) model. Acta Mechanica Sinica, 27(6):898–910.
  • [2] Ye J H, Wu F Q & Sun J Z (2009). Estimation of the tensile elastic modulus of rock materials with Brazilian disc by applying opposite concentrate load diametrically based on isotropy. International Journal of Rock Mechanics and Mining Sciences, 46(3), 568-576.
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