[1] Chen ZL, Feng SJ(博导), Chen HX, Peng MQ, Li YC, Zhu ZW. Analytical solution for transport of degradable contaminant through vertical cutoff wall and aquifer. Environmental Geotechnics, 2023, 10(1): 44–56. (获2024年度英国土木工程师协会（ICE）Environmental Geotechnics Prize)
[2] Li JP#, Chen ZL#, Feng SJ*(博导), Zheng W, Wang G. Performance assessment of an electrokinetic barrier-aquifer system using a dual-domain solute transport model. Journal of Hydrology, 2026, 134872. (中科院一区Top, 共同一作)
[3] Chen ZL, Yeh TCJ, Zha Y, Liu C, Fang HW*(博后导师). Analytical solution for one-dimensional water infiltration in rooted soils before and after ponding. Journal of Hydrology, 2025, 134049. (中科院一区Top)
[4] Chen ZL, He G, Huang L, Shen X, Reible D*, Fang HW*(博后导师). Analytical model of contaminant advection, diffusion and degradation in capped sediments and sensitivity to flow and sediment properties. Journal of Hydrology, 2024, 640: 131685. (中科院一区Top)
[5] Chen ZL, Li JP, Luo Z, Wang Y, Xu YS. Two-dimensional analytical model for electro-osmotic consolidation in multi-layered soils with vertical EKG electrodes. Canadian Geotechnical Journal, 2025, 62: 1-19. (岩土工程三大刊)
[6] Chen ZL, Liu J, Yeh TCJ, Yu C, Wang S, Wu W. A novel 1.5-D solution method for solving 2-D advection–dispersion-reaction equations in layered media application to a triple-domain PRB system considering arbitrary source distributions. Journal of Hydrology, 2025, 134049. (中科院一区Top)
[7] Chen ZL, Huang Y, Fang HW, Yeh TCJ, Zha Y. An exact solution to the linearized Richards equation for layered media with flexible initial condition. Water Resources Research, 2023, 59(9): e2023WR035383. (中科院一区Top)
[8] Chen ZL, Liu J, Yu C, Wang S, Wu W. Analytical solutions to thermal gradient enhanced diffusion of organic contaminants through unsaturated composite liner considering the existence of capillary fringe, Acta Geotechnica, 2023, 18: 4801–4820. (中科院一区Top)
[9] Chen ZL, Li JP, Xu YS, Liu J, Wang S. Effect of soil layering and interface resistance on electro-osmotic consolidation of layered soils A Green's function approach. International Journal for Numerical and Analytical Methods in Geomechanics, 2024, 48(11): 2880-2899. (JCR一区)
[10] Chen ZL, Li JP, Zhao Y, Chen HX, Zhou YD. Analytical solution for one-dimensional electroosmotic consolidation of a multi-layered soil system. International Journal of Geomechanics, 2025, 25(1): 04024325. (中科院二区)
[11] Ren P, Chen ZL*, Li L, Gong W, Li J. Dynamic shakedown behaviors of flexible pavement overlying saturated ground under moving traffic load considering effect of pavement roughness. Computers and Geotechnics, 2024, 168: 106134. (中科院一区Top, 唯一通讯)
[12] Li JP, Luo WD, Chen ZL*, Liu J, Wang S. Effect of permeable anode on electroosmotic consolidation using the horizontal electro-kinetic geosynthetics: analytical approach. Acta Geotechnica, 2024, 19: 6289–6304. (中科院一区Top, 唯一通讯)
[13] Liu J, Chen ZL*, Yu C, Wang S, Wu W, Xie SP. Analytical solution for contaminant transport through a GCL-enhanced composite cutoff wall system. Computers and Geotechnics, 2023, 164: 105828. (中科院一区Top, 唯一通讯)
[14] Huang Y, Ji F*, Chen ZL*, Yu J. Analytical solution for chloride diffusion in concrete with the consideration of nonlinear chloride binding. Construction and Building Materials, 2022, 360: 129457. (中科院一区Top, 共同通讯)
[15] Liu CF, Chen ZL*, Zhao Y, Li JP, Wang W, Yi J. Vertical dynamic response of a pile in three-dimensional saturated soils considering construction disturbance. Ocean Engineering, 2025, 329, 121097. (JCR一区, 唯一通讯)
[16] Liu CF, Chen ZL*, Zhao Y, Liu J, Yi JT. Torsional dynamic response of a pile embedded in layered unsaturated viscoelastic soils. Journal of Building Engineering, 2025, 100: 111773. (JCR一区, 唯一通讯)
[17] Liu CF, Chen ZL*, Zhao Y, Liu J, Yi JT. Torsional dynamic response of a large-diameter pipe pile in transversely isotropic unsaturated soils considering construction disturbance. Soil Dynamics and Earthquake Engineering, 2024, 186: 108913. (JCR一区, 唯一通讯)
[18] Huang Y, Ji F*, Chen ZL*, Li W, Yu J. Time-dependent concrete chloride diffusion coupled with nonlinear chloride binding: An analytical study. Journal of Building Engineering, 2024, 91: 109587. (JCR一区, 共同通讯)
[19] Li JP, Chen ZL*, Zhuang JP, Liu J, Wang S. Analytical models for electroosmotic consolidation of layered soil systems considering the boundary effects of horizontal electrodes. International Journal for Numerical and Analytical Methods in Geomechanics, 2024, 48: 1323–1344. (JCR一区, 唯一通讯)
[20] Sun M, Peng MQ, Chen ZL*, Zhao S, Li Wei; Chen F, Xu H. Dynamic torsional vibration of a pipe pile in radial heterogeneous transversely isotropic saturated soil. Journal of Engineering Mechanics, 2024, 150(10): 04024068. (JCR一区, 唯一通讯)
[21] Liu J, Chen ZL*, Yu C, Wang S, Wu W. Effect of retardation and capillarity on organic contaminant diffusion through an unsaturated composite liner: An analytical approach. International Journal for Numerical and Analytical Methods in Geomechanics, 2023, 47(11): 2096-2115. (JCR一区, 唯一通讯)
[22] Feng SJ(博导), Chen ZL, Chen HX. A systematic and efficient method for modeling acoustic response of multilayered media. Journal of Applied Physics, 2017, 122(22): 224901.
[23] Feng SJ(博导), Chen ZL, Chen HX. Effects of multilayered porous sediment on earthquake-induced hydrodynamic response in reservoir. Soil Dynamics and Earthquake Engineering, 2017, 94: 47-59.
[24] Feng SJ(博导), Chen ZL, Chen HX. Reflection and transmission of plane waves at an interface of water/multilayered porous sediment overlying solid substrate. Ocean Engineering, 2016, 126: 217-231.
[25] Ding BY(硕导), Cheng AHD(Biot奖章获得者, EABE总主编), Chen ZL. Decoupling coefficients of dilatational wave for Biot’s dynamic equation and its Green’s functions in frequency domain. Applied Mathematics and Mechanics, 2016, 37(1): 121-136.
[26] Ding BY(硕导), Cheng AHD(Biot奖章获得者, EABE总主编), Chen ZL. Fundamental solutions of poroelasto-dynamics in frequency domain based on wave decomposition. Journal of Applied Mechanics, 2013, 80(6): 061021.
[27] Chen ZL, Tang LL, Niu SB, Yu C(本科导师). Three-dimensional consolidation of visco-elastic soil around a driven pile. Applied Mechanics and Materials, 2011, 66: 1291-1295.
[28] Zhao Y, Liu D, Chen ZL, Zhang W, Hu J, Shan Z. Analytical solution for the one-dimensional problem based on a Biot-type unsaturated consolidation theory. European Journal of Environmental and Civil Engineering, 2026, 30(1), 2615870.
[29] Zhao Y, Liu D, Ling D, Wang C, Chen ZL, Zeng C. Theoretical analysis on soil deformation and pore pressure subjected to shield tunneling in unsaturated soil. Applied Mathematical Modelling, 2026, 151, 116448.
[30] Hu J, Wu S, Jin L, Zeng L, Yang S, Zhao Y, Chen ZL, Liu, K. Dynamic solutions of unsaturated soil under moving load using the soil–water characteristic curve considering compression effect. Transportation Geotechnics, 2026, 101813.
[31] Zhao Y, Ji ZJ, Chen ZL, Hu J, Shan ZD. Dynamic analysis of unsaturated subgrades with pot cover effect: Saturation-dependent transient response. Transportation Geotechnics, 2025, 101774.
[32] Zhao Y, Ji ZJ, Chen ZL, Ling DS, Xu P, Shan ZD. Transient response analysis of saturated-unsaturated subgrade considering pot cover effect. Soil Dynamics and Earthquake Engineering, 2025, 199, 109725.
[33] Zhao Y, Shi YB, Chen ZL, Hu J, Xu P, Shan ZD. Analytical solution for the transient response of a one-dimensional viscoelastic unsaturated porous medium. International Journal for Numerical and Analytical Methods in Geomechanics, 2025, 49(16): 3809-3821.
[34] Zhao Y, Liu D, Chen ZL, Xu P, Zeng C, Shan Z. Semianalytical solution for the transient response of multilayered unsaturated viscoelastic porous media. Journal of Engineering Mechanics, 2025, 151(8), 04025029.
[35] Qiu, Z, Li L, Chen ZL, Zhang X, Gong W. Dynamic responses of a multi-layered unsaturated road system with impermeable pavement under moving-vibratory vehicle load. Transportation Geotechnics, 2025, 101675.
[36] Zhao Y, Wu M, Chen ZL, Zeng C, Xu P, Ling D. Applicability of the Mindlin solution from the perspective of saturated soil. International Journal of Geomechanics, 2025, 25(7), 04025113.
[37] Zhao Y, Liu D, Ling D, Zeng C, Chen ZL, Shan Z. Semi-Analytical Solution for the Wave Motion of Unsaturated Viscoelastic Porous Media Based on Fractional Poynting-Thomson Model. Journal of Earthquake Engineering, 2025, 29(7): 1377-1391.
[38] Zhao Y, Ji Z, Chen ZL, Shan Z, Xu P, Zeng C. A semi-analytical solution for the one-dimensional transient response of layered unsaturated porous media. Archive of Applied Mechanics, 2025, 95(2), 62.
[39] Zhao Y, Liu D, Ling D, Chen X, Chen ZL, Shan Z. Semi-analytical solution for the transient response of saturated viscoelastic porous media based on fractional Poynting-Thomson model. Transportation Geotechnics, 2025, 50, 101460.
[40] Peng MQ, Qiu ZC, Chen ZL, Shen SL, Zhou JJ. Analytical solution for contaminant transport through a Soil–Bentonite (SB)/Geosynthetic Clay Liner (GCL)/Soil–Bentonite (SB) composite cutoff wall and an aquifer. Processes, 2024, 12(7), 1486.
[41] Zhao Y, Wang C, Chen ZL, Liang R. Simple approach to assessing excess pore water pressure induced by shield tunneling in saturated-unsaturated clay soil. European Journal of Environmental and Civil Engineering, 2024, 28(15): 3686-3708.
[42] Zhao Y, Yang Z, Chen ZL, Ling D. A Modified Wedge-Prism Model for Calculating the Limit Support Pressure of a Shallow Shield Tunnel Face in Unsaturated Sandy Soil. International Journal of Geomechanics, 2024, 24(10), 04024233.
[43] Ren P, Li L, Chen ZL, Gong W, Li J. Dynamic response of a rough road system to moving-vibratory elliptically distributed wheel loads insights from a GMM-based semi-analytical solution. Computers and Geotechnics, 2024, 172, 106403.
[44] Zhao Y, Yang Z, Chen ZL, Ling D. Loosening earth pressure above shallow trapdoor in unsaturated soil with different groundwater level. Frontiers of Structural and Civil Engineering, 2024, 18(10): 1626-1635.
[45] Zhao Y, Chen X, Chen ZL, Ling D, Shan Z, Xiao Z. A Semianalytical Solution for the Transient Response of One-Dimensional Unsaturated Single-Layer Porous Media with General Boundary Conditions. Journal of Engineering Mechanics, 2024, 150(6), 04024024.
[46] Zhao Y., Chen X., Chen ZL, Ling D., Shan Z, Wang Y. A semi-analytical solution for the transient response of one-dimensional saturated single-layer porous media with general boundary conditions. Transportation Geotechnics, 2023. 42, 101006.
[47] Chen HX, Feng SJ, Zhu ZW, Gao L, Chen ZL, Wang SR. One-dimensional self-weight consolidation of layered soil under variable load and semi-permeable boundary condition. Computers and Geotechnics, 2023, 159, 105431.
[48] Peng MQ, Feng SJ, Chen HX, Chen ZL. The role of thermodiffusion in organic pollutant transport in landfill composite liner system. Computers and Geotechnics, 2023, 153, 105108.
[49] Zhu ZW, Feng SJ, Chen HX, Chen ZL, Ding XH, Peng CH. Approximate analytical model for transient transport and oxygen-limited biodegradation of vapor-phase petroleum hydrocarbon compound in soil. Chemosphere, 2022, 300, 134522.
[50] Feng SJ, Zhu ZW, Chen HX, Chen ZL, Ding XH. Two-dimensional analytical solution for subsurface volatile organic compounds vapor diffusion from a point source in layered unsaturated zone. Journal of Contaminant Hydrology, 2021, 243, 103916.
[51] Peng MQ, Feng SJ, Chen HX, Chen ZL. An analytical solution for organic pollutant diffusion in a triple-layer composite liner considering the coupling influence of thermal diffusion. Computers and Geotechnics, 2021, 137, 104283.
[52] Li JP, Zhang XL, Feng SJ, Chen ZL, Li YC. Numerical investigation of ground-borne vibration mitigation by infilled trenches in a poroelastic half-space considering the moving water table. International Journal of Geomechanics, 2021, 21(10), 04021187.
[53] Feng SJ, Wang WT, Chen ZL, Chen HX. Analytical solution to consolidation of accreting soil considering step load and horizontal drainage layers. Marine Georesources & Geotechnology, 2021, 39(8): 889-905.
[54] Peng MQ, Feng SJ, Chen HX, Chen ZL, Xie HJ. Analytical model for organic contaminant transport through GMB/CCL composite liner with finite thickness considering adsorption, diffusion and thermodiffusion. Waste Management, 2021, 120: 448-458.
[55] Feng SJ, Ding XH, Zheng QT, Chen ZL. Vertical-rocking-horizontal vibrations of a rigid disk resting on multi-layered soils with groundwater level. Applied Mathematical Modelling, 2021, 89: 1491-1516.
[56] Li YC, Feng SJ, Chen ZL. Moving load response of an axially loaded Timoshenko beam on a multilayered transversely isotropic half-space comprising different media. International Journal for Numerical and Analytical Methods in Geomechanics, 2020, 44(18): 2501-2523.
[57] Feng SJ, Zhu ZW, Chen HX, Chen ZL. Two-dimensional analytical solution for VOC vapor migration through layered soil laterally away from the edge of contaminant source. Journal of Contaminant Hydrology, 2020, 233, 103664.
[58] Chen HX, Wang SR, Chen ZL, Feng SJ. Efficient method to model the consolidation of multilayered soil system with horizontal drainage pipes. International Journal of Geomechanics, 2020, 20(10), 06020027.
[59] Li YC, Feng SJ, Chen HX, Chen ZL, Zhang DM, Huang HW. Dynamic response of a stratified transversely isotropic half-space with a poroelastic interlayer due to a buried moving source. Applied Mathematical Modelling, 2020, 82: 45-71.
[60] Feng SJ, Li JP, Zhang XL, Chen ZL, Li YC. Effects of water table on ground-borne vibration screening effectiveness by using open trenches. Soil Dynamics and Earthquake Engineering, 2020, 131, 106031.
[61] Peng CH, Feng SJ, Zheng QT, Ding XH, Chen ZL, Chen HX. A two-dimensional analytical solution for organic contaminant diffusion through a composite geomembrane cut-off wall and an aquifer. Computers and Geotechnics, 2020, 119, 103361.
[62] Feng SJ, Zhu ZW, Chen ZL, Chen HX. Analytical model for multicomponent landfill gas migration through four-layer landfill biocover with capillary barrier. International Journal of Geomechanics, 2020, 20(3), 04020001.
[63] Feng SJ, Li JP, Zhang XL, Chen ZL, Zheng, QT, Zhang DM. Numerical analysis of buried trench in screening surface vibration. Soil Dynamics and Earthquake Engineering, 2019, 126, 105822.
[64] Feng SJ, Ding XH, Zheng QT, Chen ZL, Zhang, DM. Extended stiffness matrix method for horizontal vibration of a rigid disk embedded in stratified soils. Applied Mathematical Modelling, 2020, 77: 663-689.
[65] Qi HF, Chen ZL, Li YC, Feng SJ, Chen HX. Wave and current-induced dynamic response in a multilayered poroelastic seabed. Bulletin of Engineering Geology and the Environment, 2019, 79(1): 11-26.
[66] Feng SJ, Peng MQ, Chen ZL, Chen HX. Transient analytical solution for one-dimensional transport of organic contaminants through GM/GCL/SL composite liner. Science of The Total Environment, 2019, 650: 479-492.
[67] Feng SJ, Li YC, Chen HX, Chen ZL. Response of pavement and stratified ground due to vehicle loads considering rise of water table. International Journal of Pavement Engineering, 2019, 20(2): 191-203.
[68] Feng SJ, Peng MQ, Chen HX, Chen ZL. Fully transient analytical solution for degradable organic contaminant transport through GMB/GCL/AL composite liners. Geotextiles and Geomembranes, 2019, 47(3): 282-294.
[69] Li YC, Feng SJ, Chen HX, Chen ZL, Zhang DM. Random vibration of train-track-ground system with a poroelastic interlayer in the subsoil. Soil Dynamics and Earthquake Engineering, 2019, 120: 1-11.
[70] Feng SJ, Li YC, Chen ZL, Chen HX. Three-dimensional dynamic response of ground with a poroviscoelastic interlayer to a harmonic moving rectangular load. International Journal for Numerical and Analytical Methods in Geomechanics, 2017, 41(7): 1055-1076.
[71] Feng SJ, Li YC, Chen ZL, Chen HX. Response of railway track coupled with a stratified ground consisting of saturated interlayer to high-speed moving train load. Soil Dynamics and Earthquake Engineering, 2017, 102: 25-40.

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