海洋岩土工程，海洋工程地质，计算岩土力学，波浪/地震-海床-结构物相互作用，地基液化，南海钙质土力学属性与工程效应

[1] 国家级青年人才计划项目，450万

[2] 国家自然科学基金面上项目，考虑非线性孔隙流的近海结构物海床地基内波致渐进液化研究（No. 41472291）,2015-2018, 主持，98万

[2] 国家自然科学基金面上项目，南海吹填岛礁护岸防波堤在台风天气中极端波浪冲击下的稳定性研究（No.51879257），2019-2023，主持，61万

[4] 中国科学院战略先导专项A子课题，2016-2021，主持，1500万

[5] 留学回国人员科研启动基金，极端天气事件中我国近海防波失稳机理及安全性评价方法，2016-2017，主持，3万

[6] 国家自然科学基金重点项目，珊瑚礁工程地质评价及其工程力学效应的分带性研究（No.41330642），2014-2018，参加，330万

In 2021

[1] Ye J H*, Yu D W (2021). ABAQUS–OlaFlow integrated numerical model for fluid–seabed–structure interaction. Marine Structures, 78, 103016.

[2] He K P, Ye J H* (2021). Physical modeling of the dynamics of a revetment breakwater built on reclaimed coral calcareous sand foundation in the South China Sea—tsunami wave. Bulletin of Engineering Geology and the Environment, 80 (4), 3315-3330.

[3] Ye J H*, Yu D W (2021). Numerical Modelling of the Creep Subsidence of an Ocean Lighthouse Constructed on a Reclaimed Coral Reef Island. KSCE Journal of Civil Engineering, 25 (4), 1191-1203.

[4] He K P, Ye J H* (2021). Physical Modeling of the Stability of a Revetment Breakwater Built on Reclaimed Coral Calcareous Sand Foundation in the South China Sea—Regular Wave. Applied Sciences, 11 (5), 2325.

[5] Zhang Y, Ye J H*(2021). Physical modelling of the stability of a revetment breakwater built on reclaimed coral calcareous sand foundation in the South China sea-Random waves and Dense foundation. Ocean Engineering, 219, 108384.

[6] Ye J H*, He K P, Zhou L J (2021). Subsidence prediction of a rubble mound breakwater at Yantai port: An application of FSSI-CAS 2D. Ocean Engineering, 219, 108349.

[7] Ye J H*, He K P (2021).Dynamics of a pipeline buried in loosely deposited seabed to nonlinear wave & current. Ocean Engineering, 219, 109127.

[8] Ye J H*, Shan J P, Zhou H R, Yan N X (2021). Numerical modelling of the wave interaction with revetment breakwater built on reclaimed coral reef islands in the South China Sea—Experimental verification. Ocean Engineering, 235, 109325.

In 2020

[1] Yu D W, Ye J H*, Yao L H (2020).Prediction of the long-term settlement of the structures built on a reclaimed coral reef island: an aircraft runway. Bulletin of Engineering Geology and the Environment, 79 (9):4549-4564.

In 2019

[1] Ye J H*, Zhang Z H and Shan J P (2018). Statistics-based method for determination of drag coefficient for nonlinear porous flow in calcareous sand soil. Bulletin of Engineering Geology and the Environment, 78 (5), 3663-3670.

[2] Zhang Y, Ye J H*, He K P, Chen S G (2019). Seismic dynamics of pipeline buried in dense seabed foundation. Journal of Marine Science and Engineering, 7 (6), 190.

[3]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,40 (5): 1771-1777.

[4]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．岩石力学与工程学报， 38 (6): 1242-1251

[5] 高冉, 叶剑红* (2019). 中国南海吹填岛礁钙质砂动力特性试验研究. 岩土力学, 40 (10): 3897-3896

[6] 叶剑红*,何坤鹏,单继鹏 (2019). 中国南海岛礁护岸防波堤在波浪冲击作用下稳定性试验研究. 爆破, 36 (4):13-23.

In 2018

[1] 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, 37 (4): 931-939.

[2] 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, 39(6): 2295-2303.

[3] He K P, Huang T K and Ye J H* (2018). Stability analysis of a composite breakwater at Yantai port, China: An application of FSSI-CAS-2D. Ocean Engineering, 168, 95-107.

[4] Yang G X and Ye J H* (2018). Nonlinear standing wave-induced liquefaction in loosely deposited seabed. Bulletin of Engineering Geology and the Environment, 77 (1): 205-223.

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] Yang G X and Ye J H* (2017).Wave & current-induced progressive liquefaction in loosely deposited seabed. Ocean Engineering. 142, 303-314.

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 Seismic Dynamics of Offshore Breakwater built on sloping Quaternary sediments. 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). Earthquake Induced Dynamic Response of 3D Poro-Elastic Unsaturated Seabed under a Rubble Mound Breakwater. 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 & Jeng D-S (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.