[1]     国家自然科学基金委员会，国际(地区)合作与交流项目，42561160094，高盐-污染-干湿循环耦合作用下隔离墙损伤劣化机制及长期阻隔性能研究，2026-01至2028-12，150万

[2]     国家自然科学基金委员会，面上项目，42477183，物理-化学耦合作用下可渗透反应屏障孔隙淤堵机制与服役性能研究，2025-01至2028-12，47万

[3]     国家自然科学基金委员会，面上项目，42277148，微胶囊改性灰渣地聚物隔离墙的损伤自愈机制与阻隔性能研究，2023-01至2026-12，54万

[4]     国家自然科学基金委员会，面上项目，42077250，复杂环境耦合作用下土-膨润土防污隔离墙长效阻隔机理与服役性能研究，2021-01至2024-12，57万

[5]     国家自然科学基金委员会，青年项目，41602288，垃圾土的流态化本构模型与流滑机理，2017-01至2019-12，22万

[6]     国家科学技术部，重点研发计划课题，2023YFC3707904，填埋场深层渗漏通道复合污染长效阻控技术与装备，2023-12至2027-11，440万

[7]     国家科学技术部，重点研发计划子课题，强化非水相污染物氧化的复合修复功能材料制备与应用工艺，2020-11至2024-10，202万

[8]     上海市教育委员会，自然科学重大项目，2023ZKZD25，滨海软土地区能源桩热力响应与长期服役性能，2023-01至2027-12，300万

[9]     上海市科学技术委员会，青年科技启明星计划，22QA1409700，污染场地新型自愈合防污隔离墙研发及长期阻隔性能研究，2022-06至2025-05，40万

[10]  中国科协，青年人才托举工程项目，尾矿溃坝流滑特性及与拦挡坝相互作用机理，2018-09至2020-12，45万

[11]  上海市教育委员会，晨光计划项目，17CG15，超细尾矿流变特性和流滑灾害机理研究，2018-01至2020-12，6万

[12]  同济大学，青年优秀人才培养行动计划项目，2016KJ027，城市固体废弃物堆埋场失稳流滑机制研究，2017-01至2018-12，10万

[13]  企业咨询项目，污染场地勘察和修复工程施工组织优化设计研究

[14]  企业咨询项目，污染场地防污隔离墙性能强化技术与应用方法

[15]  企业咨询项目，滨海软土地区能源桩长期服役性能提升技术与应用方法

[16]  企业咨询项目，污染场地隔离墙耐久性能提升技术与应用方法

[17]  企业咨询项目，垃圾填埋场边坡稳定性控制技术与应用方法

SCI期刊论文

[1]    Chen, H.X., Lv, D.J., Feng, S.J., Zhang,X.L., Zhao, Y., Zheng, Q.T., 2025. Engineering properties and dynamic shearbehaviors of low kitchen waste in China. Journal of Rock Mechanics andGeotechnical Engineering. doi.org/10.1016/j.jrmge.2025.08.020

[2]    Xue, Q.P., Chen, H.X.*, Feng, S.J., Zha, F.S., Zhang, X.L., 2025. Durabilityof an innovative self-healing geopolymer vertical barrier under dry-wet cycles.Engineering Geology, 353, 108155.

[3]    Chen, H.X., Xue, Q.P., Liu, J., Feng,S.J., Lv, D.J., Mu, H.D., Peng, C.H., 2025. Role of bentonite in improving theanti-seepage durability of fly ash-based geopolymer cutoff wall backfill underdry–wet cycles. Acta Geotechnica, 20(2), 931-944.

[4]    Xi, W., Zhao, Y., Feng, S.J., Chen, H.X., Fang, J.C., 2025. Long-termsoil thermal imbalance analysis of the energy pile considering ambient thermalboundary. Canadian Geotechnical Journal, 62, 1-22.

[5]    Fang, J.C., Feng, S.J., Zhao,Y., Chen, H.X., 2025. Displacementanalysis for energy pile foundations under thermomechanical loads. Geomechanicsfor Energy and the Environment, 100725.

[6]    Ding, X.H., Peng, C.H., Chen, H.X., Zhao, L.H., He, Y., 2025. Amultilayer analytical model for reactive contaminant transport through cutoffwall-aquifer systems: Addressing pre-installation contamination and sourceremoval scenarios. Process Safety and Environmental Protection, 107557.

[7]    Peng, C.H., Ding, X.H., Chen, H.X., He, Y., Luo, B., 2025.Effect of geomembrane defects on the degradable contaminant transport throughcomposite geomembrane cutoff walls: A novel transient model. Journal ofEnvironmental Chemical Engineering, 117506.

[8]    Chen, H., Feng, S.J., Zheng,Q.T., Chen, H.X., 2025. Hydraulicfracturing enhanced in situ remediation of low-permeability contaminated soils:Injecting-extracting technology. Journal of Rock Mechanics and GeotechnicalEngineering, 17(4), 2566-2575.

[9]    Chen, H.X., Xue, Q.P., Feng, S.J.,Zheng, Q.T., Lv, D.J., 2024. Durability of geopolymer cutoff wall backfillincorporating reactive MgO particles under dry-wet cycles. Cement and ConcreteComposites, 146, 105406.

[10]  Feng, S.J., Wang, H.Y., Wang, W.T., Chen, H., Chen, H.X.* 2024. Role of physical and chemical nonequilibriums inISCO remediation of contaminated soils. Computers and Geotechnics, 176, 106725.

[11]  Feng, S.J., Li, A.Z., Chen,H.X.*, Zheng, Q.T., Zhao, Y., Shen, G.D., 2024. Numerical simulation offlowslide considering transient seepage flow and progressive state transition. NaturalHazards Review, 25(2), 04024006.

[12]  Fang, J.C., Zhao, Y., Feng, S.J., Chen, H.X., Zhou, X., 2024. Thermo-hydro-mechanical behavior ofsoft soils beneath energy shallow foundations subjected to thermal andmechanical loads. Computers and Geotechnics, 176, 106790.

[13]  Wang, H.Y., Feng, S.J., Zheng, Q.T., Chen, H.X., Gao, M.W., 2024. Bimolecular reactive transport in afilled single fracture-matrix system considering the nonequilibrium sorption.Computers and Geotechnics, 165, 105939.

[14]  Chen, H.X., Feng, S.J., Zhu, Z.W., Gao, L., Chen, Z.L., Wang, S.R., 2023.One-dimensional self-weight consolidation of layered soil under variable loadand semi-permeable boundary condition. Computers and Geotechnics, 159, 105431.

[15]  Chen, H.X., Xue, Q.P., Ma, Z.P., Gao, L., Feng, S.J., 2023. Experimental studyon barrier performance and durability under dry-wet cycles of fly ash basedgeopolymer cutoff wall backfill. Construction and Building Materials, 368,130415.

[16]  Gao, L., Zhang, L., Hong, Y., Chen,H.X.*, Feng, S.J., 2023. Flood hazards in urban environment. Georisk:Assessment and Management of Risk for Engineered Systems and Geohazards, 1-21.

[17]  Chen, Z.L., Feng, S.J., Chen,H.X.*, Peng, M.Q., Li, Y.C., Zhu, Z.W., 2023. Analytical solution fortransport of degradable contaminant through vertical cutoff wall and aquifer.Environmental Geotechnics, 10(1), 44-56.

[18]  Peng, M.Q., Feng, S.J., Chen,H.X., Chen, Z.L., 2023. The role of thermodiffusion in organic pollutanttransport in landfill composite liner system. Computers and Geotechnics, 153, 105108.

[19]  Feng, S.J., Wang, Y.Q., Chen,H.X.*, 2022. DEM simulation of geotextile-geomembrane interface directshear test considering the interlocking and wearing processes. Computers andGeotechnics, 148, 104805.

[20]  Zhu, Z.W., Feng, S.J., Chen,H.X.*, Chen, Z.L., Ding, X.H., Peng, C.H., 2022. Approximate analyticalmodel for transient transport and oxygen-limited biodegradation of vapor-phasepetroleum hydrocarbon compound in soil. Chemosphere, 300, 134522.

[21]  Liu, J., Li, W.Y., Chen, H.X.,Li, S.Q., Yang, L.H., Peng, K.M., Cai, C., Huang, X.F., 2022. Applications offunctional nanoparticle-stabilized surfactant foam in petroleum-contaminatedsoil remediation. Journal of Hazardous Materials, 130267.

[22]  Peng, M., Ma, C.Y., Chen,H.X.*, Zhang, P., Zhang, L.M., Jiang, M.Z., Zhang, Q.Z., Shi, Z.M., 2021.Experimental study on breaching mechanisms of landslide dams composed ofdifferent materials under surge waves. Engineering Geology, 291, 106242.

[23]  Feng, S.J., Zhu, Z.W., Chen,H.X., Chen, Z.L., Ding, X.H., 2021. Two-dimensional analytical solution forsubsurface volatile organic compounds vapor diffusion from a point source inlayered unsaturated zone. Journal of Contaminant Hydrology, 243, 103916.

[24]  Gao, L., Zhang, L.M., Chen,H.X., Fei, K., Hong, Y., 2021. Topography and geology effects on traveldistances of natural terrain landslides: Evidence from a large multi-temporallandslide inventory in Hong Kong. Engineering Geology, 292, 106266.

[25]  Peng, C.H., Feng, S.J., Chen,H.X., Ding, X.H., 2021. An analytical model for one-dimensional diffusionof degradable contaminant through a composite geomembrane cut-off wall. Journalof Contaminant Hydrology, 103845.

[26]  Peng, M.Q., Feng, S.J., Chen,H.X., Chen, Z.L., 2021. An analytical solution for organic pollutantdiffusion in a triple-layer composite liner considering the coupling influenceof thermal diffusion. Computers and Geotechnics, 137, 104283.

[27] Peng, M.Q., Feng, S.J., Chen, H.X., Chen, Z.L., Xie, H.J.,2021, Analytical model for organic contaminant transport through GMB/CCLcomposite liner with finite thickness considering adsorption, diffusion andthermodiffusion. Waste Management, 120, 448-458.

[28]  Chen, H.X., Wang, S.R., Chen, Z.L., Feng, S.J., 2020. Efficient method tomodel the consolidation of multilayered soil system with horizontal drainagepipes. International Journal of Geomechanics, 2020, 20(10),06020027.

[29]  Feng, S.J., Wang, W.T., Chen, Z.L., Chen, H.X.*, 2020. Analytical solution to consolidation ofaccreting soil considering step load and horizontal drainage layers. MarineGeoresources & Geotechnology, 39(8), 889-905.

[30]  Feng, S.J., Chen, J.N., Chen,H.X.*, Liu, X., Zhao, T., Zhou, A.N., 2020. Analysis of sand-wovengeotextile interface shear behavior using DEM. Canadian Geotechnical Journal, 53,433-447.

[31]  Feng, S.J., Zhu, Z.W., Chen, Z.L., Chen, H.X.*, 2020. Analytical model for multi-component landfillgas migration through four-layer landfill biocover with capillary barrier.International Journal of Geomechanics, 20(3), 04020001.

[32]  Qi, H.F., Chen, Z.L., Li, Y.C., Feng, S.J., Chen, H.X.*, 2020. Wave and current-induced dynamic response in amultilayered poroelastic seabed. Bulletin of Engineering Geology and theEnvironment, 79, 11-26.

[33]  Feng, S.J., Chang, J.Y., Chen,H.X., Shen, Y., Shi, J.L., 2020. Shear strength and failure mechanism ofneedle-punched geosynthetic clay liner. Geotextiles and Geomembranes, 48(6),962-972.

[34]  Feng, S.J., Fu, W.D., Chen,H.X., Li, H.X., Xie, Y.L., Lv, S.F., Li, J., 2020. Field tests of microscrew anchor piles under different loading conditions at three soil sites.Bulletin of Engineering Geology and the Environment, 80, 127-144.

[35]  Feng, S.J., Zhu, Z.W., Chen,H.X., Chen, Z.L., 2020. Two-dimensional analytical solution for VOC vapormigration through layered soil laterally away from the edge of contaminantsource. Journal of Contaminant Hydrology, 203, 103664.

[36] Li, Y.C., Feng, S.J., Chen, H.X., Chen, Z.L., Zhang, D.M.,Huang, H.W., 2020. Dynamic response of a stratified transversely isotropichalf-space with a poroelastic interlayer due to a buried moving source. AppliedMathematical Modelling, 82, 45-71.

[37]  Chen, H.X., Liu, X., Feng, S.J., Chen, J.N., Zhang, D.M., Zhou, A., 2019.Microscale investigation into mechanical behaviors of heat-bonded nonwovengeotextile using DEM. Geotextiles and Geomembranes, 47(3), 429-438.

[38]  Chen, H.X., Li, J., Feng, S.J., Gao, H.Y., Zhang, D.M., 2019. Simulation ofinteractions between debris flow and check dams on three-dimensional terrain.Engineering Geology. 251, 48-62.

[39]  Feng, S.J., Gao H.Y., Gao, L., Zhang, L.M., Chen, H.X.*, 2019. Numerical modeling of interactions between aflow slide and buildings considering the destruction process. Landslides, 16,1903-1919.

[40]  Feng, S.J., Li, A.Z., Zheng, Q.T., Cao, B.Y., Chen, H.X.*, 2019. Numerical model of aerobic bioreactor landfillconsidering aerobic-anaerobic condition and bio-stable zone development. EnvironmentalScience and Pollution Research, 26(15), 15229-15247.

[41]  Feng, S.J., Peng, M.Q., Chen,H.X., Chen, Z.L., 2019. Fully transient analytical solution for degradableorganic contaminant transport through GMB/GCL/AL composite liners. Geotextilesand Geomembranes, 47(3), 282-294.

[42]  Li, Y.C., Feng, S.J., Chen,H.X., Chen, Z.L., Zhang, D.M., 2019. Random vibration of train-track-groundsystem with a poroelastic interlayer in the subsoil. Soil Dynamics andEarthquake Engineering, 120, 1-11.

[43]  Feng, S.J., Li, Y.C., Chen,H.X., Chen, Z.L., 2019. Response of pavement and stratified ground due tovehicle loads considering rise of water table. International Journal ofPavement Engineering, 20(2), 191-203.

[44]  Feng, S.J., Chang, J.Y., Chen,H.X., Zhang, D.M., 2019. Numerical analysis of earthquake-induceddeformation of liner system of typical canyon landfill. Soil Dynamics andEarthquake Engineering, 116, 96-106.

[45]  Feng, S.J., Chen, Z.W., Chen,H.X.*, Zheng, Q.T., Liu, R., 2018. Slope stability of landfills consideringleachate recirculation using vertical wells. Engineering Geology, 241, 76-85.

[46]  Shen, P., Zhang, L.M., Chen,H.X., Fan, R.L., 2018. EDDA 2.0: integrated simulation of debris flowinitiation and dynamics considering two initiation mechanisms. GeoscientificModel Development, 11(7), 2841-2856.

[47]  Feng, S.J., Bai, Z.B., Chen,H.X., Cao, B.Y., Lu, S.F., Chen, Y.M., 2018. A dual-permeabilityhydro-biodegradation model for leachate recirculation and settlement inbioreactor landfills. Environmental Science and Pollution Research, 25(15),14614-14625.

[48]  Feng, S.J., Ai, S.G., Chen,H.X., 2018. Membrane effect of geosynthetic reinforcement subjected tolocalized sinkholes. Canadian Geotechnical Journal, 55,1334-1348.

[49]  Feng, S.J., Chang, J.Y., Chen,H.X., 2018. Seismic analysis of landfill considering the effect of GM-GCLinterface within liner. Soil Dynamics and Earthquake Engineering, 107, 152-163.

[50]  Feng, S.J., Liu, X., Chen,H.X., Zhao, T., 2018. Micro-mechanical analysis of geomembrane-sandinteractions using DEM. Computers and Geotechnics, 94, 58-71.

[51]  Chen, H.X., Zhang, L.M., Gao, L., Yuan, Q., Lu, T., Xiang, B., Zhuang, W.L.,2017. Simulation of interactions among multiple debris flows. Landslides, 14,595-615.

[52]  Feng, S.J., Chen, Z.L., Chen,H.X., 2017. A systematic and efficient method for modeling acousticresponse of multilayered media. Journal of Applied Physics, 122(224901).

[53]  Feng, S.J., Ai, S.G., Chen,H.X., Xie, H.J., 2017. An analytical method for predicting load acting ongeosynthetic overlying voids. Geotextiles and Geomembranes, 45, 570-579.

[54]  Feng, S.J., Ai, S.G., Chen,H.X., 2017. Estimation of arching effect in geosynthetic-reinforcedstructures. Computers and Geotechnics, 87, 188-197.

[55]  Feng, S.J., Chen, Z.L., Chen,H.X., 2017. Effects of multilayered porous sediment on earthquake-inducedhydrodynamic response in reservoir. Soil Dynamics and Earthquake Engineering,94, 47-59.

[56]  Feng, S.J., Du, F.L., Chen,H.X., Mao, J.Z., 2017. Centrifuge modeling of preloading consolidation anddynamic compaction in treating dredged soil. Engineering Geology, 226, 161-171.

[57]  Feng, S.J., Lu, S.F., Chen,H.X., Fu, W.D., Lü, F.,2017. Three-dimensional modelling of coupled leachate and gas flow inbioreactor landfills. Computers and Geotechnics, 84, 138-151.

[58]  Feng, S.J., Zheng, Q.T., Chen,H.X., 2017. Unsaturated flow parameters of municipal solid waste. WasteManagement, 63, 107-121.

[59]  Gao, L., Zhang, L.M., Chen,H.X., 2017. Two-dimensional simulation of debris flow impact pressures onbuildings. Engineering Geology, 226, 236-244.

[60]  Shen, P., Zhang, L.M., Chen,H.X., Gao, L., 2017. Role of vegetation restoration in mitigating hillslopeerosion and debris flows. Engineering Geology, 216, 122-133.

[61]  Feng, S.J., Li, Y.C., Chen, Z.L., Chen, H.X., 2017. Response of railway track coupled with astratified ground consisting of saturated interlayer to high-speed moving trainload. Soil Dynamics and Earthquake Engineering, 102, 25-40.

[62]  Chen, H.X., Zhang, S., Peng, M., Zhang, L.M., 2016. A physically-basedmulti-hazard risk assessment platform for regional rainfall-induced slopefailures and debris flows. Engineering Geology, 203, 15-29.

[63]  Feng, S.J., Chen, Z.L., Chen,H.X., 2016. Reflection and transmission of plane waves at an interface ofwater/multilayered porous sediment overlying solid substrate. OceanEngineering, 126, 217-231.

[64]  Gao, L., Zhang, L.M., Chen,H.X., Shen, P., 2016. Simulating debris flow mobility in urban settings.Engineering Geology, 214, 67-78.

[65]  Feng, S.J., Gao, K.W., Chen, Y.X., Li, Y., Zhang, L.M., Chen, H.X., 2016. Geotechnicalproperties of municipal solid waste at Laogang Landfill, China. WasteManagement, 63, 354-365.

[66]  Chen, H.X., Zhang, L.M., 2015. EDDA 1.0: integrated simulation of debris flowerosion, deposition and property changes. Geoscientific Model Development, 8,829-844.

[67]  Chen, H.X., Zhang, L.M., Gao, L., Zhu, H., Zhang, S., 2015. Presentingregional shallow landslide movement on three-dimensional digital terrain.Engineering Geology, 195, 122-134.

[68]  Gao, L., Zhang, L.M., Chen,H.X., 2015. Likely scenarios of natural terrain shallow slope failures onHong Kong Island under extreme storms. Natural Hazards Review, B4015001.

[69]  Chen, H.X., Zhang, L.M., 2014. A physically-based distributed cell model forpredicting regional rainfall-induced shallow slope failures. EngineeringGeology, 176, 79-92.

[70]  Chen, H.X., Zhang, L.M., Zhang, S., 2014. Evolution of debris flow propertiesand physical interactions in debris-flow mixtures in the Wenchuan earthquakezone. Engineering Geology, 182, 136-147.

[71]  Zhang, S., Zhang, L.M., Chen,H.X., 2014. Relationships among three repeated large-scale debris flows atthe Pubugou Ravine in the Wenchuan earthquake zone. Canadian GeotechnicalJournal, 51, 951-965. (SCI、EI检索)

[72]  Chen, H.X., Zhang, L.M., Zhang, S., Xiang, B., Wang, X.F., 2013. Hybridsimulation of the initiation and runout characteristics of a catastrophicdebris flow. Journal of Mountain Science, 10(2), 219-232.

[73]  Chen, H.X., Zhang, L.M., Chang, D.S., Zhang, S., 2012. Mechanisms and runoutcharacteristics of rainfall-triggered debris flow in Xiaojiagou Ravine inSichuan Province, China. Natural Hazards, 62, 1037-1057.

中文期刊论文

[1]     武立波, 姚如龙, 陈宏信, 崔子龙, 翟明政. (2025).干湿循环作用下生物聚合物改良黄土裂隙演化规律及作用机理. 岩土工程学报, DOI:10.11779/CJGE20250257.

[2]     刘文林, 鄂天龙, 冯杨州, 牛松荧, 张子堂, 孙熠, 陈宏信*. (2025). 纳米改性地聚合物隔离墙材料基本工程特性及冻融循环耐久性研究. 岩土力学, 46(7),2039-2048.

[3]     陈宏信, 牛松荧, 冯世进, 薛钦培, 李正霏, 石福江.(2024). 聚丙烯酸钠改性钙基膨润土工程特性及微观结构研究. 岩土工程学报, 47(4),860-868.

[4]     薛钦培, 陈宏信, 冯世进, 刘晓轩, 谢伟. 干湿循环作用下地聚物隔离墙材料渗透特性演化及微观机制研究. 岩土力学, 46(3).DOI: 10.16285/j.rsm.2024.0702.

[5]     郑奇腾, 张旭, 冯世进, 陈宏信, 张晓磊.(2024). 单裂隙低渗透地层原位氧化修复机制与适用性研究. 岩土工程学报, 47(5),1036-1044.

[6]     郑奇腾, 吴少杰, 冯世进, 陈宏信, 赵勇.(2024). 好氧修复下填埋场稳定化综合评价方法及其应用. 岩土工程学报, 46(4),890-897.

[7]     王浩越, 陈宏信*, 冯世进, 王文韬.(2023). 非平衡吸附条件下双分子反应性溶质运移规律研究. 岩土工程学报,45(12), 2547-2555.

[8]     陈宏信, 吕东江, 冯世进, 张晓磊, 吴少杰.(2023). 某低厨余填埋场垃圾物理力学特性演化规律. 岩土工程学报, 45(9),1850-1858.

[9]     冯世进, 彭明清, 陈樟龙, 陈宏信. (2022). 复合衬垫中污染物一维瞬态扩散–对流运移规律研究. 岩土工程学报, 44(5),799-809.

[10]  彭春辉, 冯世进, 陈宏信, 罗春泳, 梁爱民, 丁祥鸿.(2021). 地下水渗流条件下土工膜复合隔离墙中有机污染物迁移研究. 岩土工程学报,43(11), 2055-2063.

[1]    陈宏信，马志鹏，冯世进，王浩越，王文韬，张晓磊，郑奇腾，配置新型流体注入管的离心机试验流体注入装置，202010005934.X，发明专利，授权日期2022-10-14

[2]    陈宏信，马志鹏，冯世进，王浩越，王文韬，郑奇腾，张晓磊，离心机试验流体注入装置，201911424638.7，发明专利，授权日期2021-11-16

[3]    丁露，冯世进，陈宏信，沈前，章长松，鲁克文，一种污染场地修复规律揭示方法、系统及存储介质，202311147574.7，发明专利，授权日期2025-7-15

[4]    冯世进，石福江，陈宏信，张晓磊，郑奇腾，丁祥鸿，实现两种溶液连续渗透的柔性壁渗透仪及使用方法，201910430666.3，发明专利，授权日期2021-4-30

[5]    冯世进，石福江，陈宏信，张晓磊，郑奇腾，丁祥鸿，实现两种溶液连续渗透的多联柔性壁渗透仪及使用方法，201910429693.9，发明专利，授权日期2021-6-8

[6]    冯世进，郑奇腾，沈阳，陈宏信，张晓磊，一种膨润土防水毯双杠杆高压无扰水化箱，202111262644.4，发明专利，授权日期2022-9-13

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[10] 冯世进，沈阳，施皓，常纪昀，陈宏信，张冬梅，卷筒土工膜直线切割装置，201810324513.6，发明专利，授权日期2021-3-26

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