湖南大学教授、博导，国家优秀青年（海外），国家卓越工程师学院副院长，极端条件工程结构建造与运维国际联合研究中心常务副主任，地外科学与工程研究中心副主任，致公党湖南省委规划与建设委员会副主任，岳麓学者、青矩学者，乌兹别克斯坦撒马尔罕国立大学客座教授。致力于交通与地外岩土工程研究，发表科研论文50余篇，含岩土工程三大权威期刊Géotechnique、Journal of Geotechnical and Geoenvironmental Engineering、Canadian Geotechnical Journal论文12 篇。主持国家优秀青年（海外）、国家重点研发计划政府间国际合作重点专项、国家高端外国专家项目、国家自然科学基金面上项目等国家级项目4项；指导学生主持国家留学基金公派留学项目1项，湖南省自然科学基金青年学生项目、湖南省教育厅研究生科研创新重点项目等省部级项目2项。担任多个学术期刊Transportation Geotechnics、Biogeotechnics、Transportation Infrastructure Geotechnology编委或客座主编。担任国际土力学及岩土工程学会（ISSMGE）交通岩土委员会（TC202）通讯委员（全国仅9位）、气候变化基础设施服役专委会（TF6）秘书，美国土木工程师学会（ASCE）会员。2023年在“第四届全国交通岩土工程学术会议”主会场做大会主题报告（Keynote Speech）。2024年获国际土力学与岩土工程学会“未来之星奖”（Bright Spark Lecture Award），是中国大陆第8位获奖者。

联系方式：wanghanlin@hnu.edu.cn

2023 - 2024，国家发改委，创新驱动发展中心，干部

2022 -至今，湖南大学，土木工程学院，教授

2020 - 2022，香港理工大学，土木及环境工程学系，助理教授（研究）

2018 - 2020，英国卡迪夫大学，环境岩土中心，博士后

2018 - 2018，澳门大学，土木及环境工程系，博士后

2017 - 2018，湖南大学，土木工程学院，研究助理

2011 - 2017，浙江大学，岩土工程，博士

2016 - 2017，法国国立路桥大学，岩土工程，联合培养博士研究生

2007 - 2011，浙江大学，土木工程，学士

主持国家级科研项目(National Project as Principal Investigator):

[1]国家自然科学基金，优秀青年科学基金项目（海外），2021，300万元，主持。

[2]国家自然科学基金，面上项目，52378341，2024-2027，50万元，主持。

[3]国家重点研发计划，政府间国际科技创新合作重点专项，2025YFE0107200，2025-2027，100万元，主持。

[4]国家外国专家项目，H类，2024-2025，40万元，主持。

主持企业级科研项目(Industry Project as Principal Investigator):

[1]湖南XX公司，近接既有结构-浅埋公路隧道施工关键技术研发与应用，2026-2027，300万元，主持。

[2]江西XX公司，矿渣固废工程利用技术研究与应用服务，2025-2026，30万元，主持。

[3]深圳XX公司，浙江海盐开发区码头30MW大跨度柔性支架光伏基础优化与应用研究，2024-2025，30万元，主持。

发表论文记录（Publication record):

Web of Science Core Collection:https://www.webofscience.com/wos/author/record/O-2427-2018

Google Scholar:https://scholar.google.se/citations?user=BbJJJqgAAAAJ&hl=en

Scopus:https://www.scopus.com/authid/detail.uri?origin=AuthorProfile&authorId=56028981300&zone=

最高引用论文(Most highly cited paper; * as Corresponding Author):

☆Wang, H. L., Yin, Z. Y. 2020. “High performance prediction of soil compaction parameters using multi expression programming.” Engineering Geology, 276: 105758.https://doi.org/10.1016/j.enggeo.2020.105758 

岩土工程三大期刊论文(Journal Publications in Géotechnique, JGGE and CGJ; * as Corresponding Author):

[1]Zhang, X. H., Wang, H. L.*, Fu, X. S., Yin, C. S., & Shahien, M. 2026. Effects of water content and dry density on the passive soil arching effect in unsaturated compacted clay. Canadian Geotechnical Journal, in press.https://doi.org/10.1139/cgj-2025-0925 

[2]Sun, Y. H., Wang, H. L.*, Meng, F. Y., Yin, C. S., Fu, X. S. 2025. Multiscale mechanical behaviour of sand-steel structure interface for deep underground space. Canadian Geotechnical Journal, 62, 1-16.https://doi.org/10.1139/cgj-2025-0026

[3]Chen, R. P., Wu, K., Meng, F. Y., Wang, H. L., Cheng, H. Z. 2024. Centrifuge modeling of downward soil arching below excavation base in dry sand. Journal of Geotechnical and Geoenvironmental Engineering, 150(9): 04024081.https://ascelibrary.org/doi/10.1061/JGGEFK.GTENG-12041

[4]Wang, H. L., Zhang, Q. Y., Yin, Z. Y., Jing, H. 2022. Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure. Canadian Geotechnical Journal, 60 (3): 269-286.https://doi.org/10.1139/cgj-2021-0387

[5]Peng, C., Chen, R. P., Wang, J., Wang, H. L. 2022. Field investigation on performance of pipe pile in soft clay under axial static and cyclic loadings. Canadian Geotechnical Journal, 59 (8): 1474–1486.https://doi.org/10.1139/cgj-2021-0069

[6]Wang, H. L., Chen, R. P., Peng, C. Y. 2022. Closure to ‘Field experiments on cyclic behaviors of axially loaded piles jacked in soft clay’. Journal of Geotechnical and Geoenvironmental Engineering, 148 (2): 07021034.https://doi.org/10.1061/(ASCE)GT.1943-5606.0002741

[7]Chen, R. P., Peng, C. Y., Wang, J. F., Wang, H. L. 2021. Field experiments on cyclic behaviors of axially loaded piles jacked in soft clay. Journal of Geotechnical and Geoenvironmental Engineering, 147 (3): 04020176.https://doi.org/10.1061/(ASCE)GT.1943-5606.0002452

[8]Qi, S., Cui, Y. J., Chen, R. P.,Wang, H. L., Lamas-Lopez, F., Aimedieu, P., Dupla, J. C., Canou, J. Saussine, G. 2020. Influence of grain size distribution of inclusions on the mechanical behaviors of track-bed materials. Géotechnique, 70 (3): 238-247.https://doi.org/10.1680/jgeot.18.p.047

[9]Wang, H. L., Chen, R. P., Cheng, W., Qi, S., Cui, Y. J. 2019. Full-scale model study on variations of soil stress in the geosynthetic-reinforced pile-supported track-bed with water level change and cyclic loading. Canadian Geotechnical Journal, 56 (1): 60–68. (☆ ESI highly cited paper)；https://doi.org/10.1139/cgj-2017-0689

[10]Wang, H. L., Chen, R. P. 2019. Estimating static and dynamic stresses in geosynthetic-reinforced pile-supported track-bed under train moving loads. Journal of Geotechnical and Geoenvironmental Engineering, 145 (7): 04019029.https://doi.org/10.1061/(ASCE)GT.1943-5606.0002056

[11]Wang, H. L., Chen, R. P., Qi, S., Cheng, W., Cui, Y. J. 2018. Long-term performance of pile-supported ballastless track-bed at various water levels. Journal of Geotechnical and Geoenvironmental Engineering, 144 (6): 04018035.https://doi.org/10.1061/(ASCE)GT.1943-5606.0001890

[12]Wang, H. L., Cui, Y. J., Lamas-Lopez, F., Dupla, J. C., Canou, J., Calon, N., Saussine, G., Aimedieu, P., Chen, R. P. 2018. Permanent deformation of track-bed materials at various inclusion contents under large number of loading cycles. Journal of Geotechnical and Geoenvironmental Engineering, 144 (8): 04018044.https://doi.org/10.1061/(ASCE)GT.1943-5606.0001911

[13]Wang, H. L., Cui, Y. J., Lamas-Lopez, F., Dupla, J. C., Canou, J., Calon, N., Saussine, G., Aimedieu, P., Chen, R. P. 2017. Effects of inclusion contents on resilient modulus and damping ratio of unsaturated track-bed materials. Canadian Geotechnical Journal, 54 (12): 1672-1681.https://doi.org/10.1139/cgj-2016-0673

其余期刊论文(Publications in other Journals; * as Corresponding Author):

2025年(Year 2025):

[1]Yin, C. S., Wang, H. L.*, Wei, L. M., & Gao, C. J. (2025). A MATLAB GUI‐Based Calculation Platform for Soil Arching Effect to Assist Teaching and Learning in Soil Mechanics. Computer Applications in Engineering Education, 33(6), e70089.

[2]Chen, R. P., Fu, X. S., Liu, Q. W., Zhang, X. H., & Wang, H. L.* (2025). Development and validation of deformation-dependent theoretical model for soil arching effect under unloading. Computers and Geotechnics, 180, 107078.

[3]Yin, C. S., Wang, H. L.*, Liu, X. M., Yu, X. Q., Kang, X., & Khasanov, A. (2025). Monotonic and cyclic mechanical characteristics of reconstituted soil with high liquid limit reinforced by steel slag. Bulletin of Engineering Geology and the Environment, 84(3), 1-21.

[4]Sun, Y. H., Zhang, X. H., Long, M. C., & Wang, H. L.* (2025). A novel multifunctional direct shear apparatus: Development, validation and application. Measurement, 253, 117455.

[5]Chen, R. P., Xu, Y., Wang, H. L.*, Meng, F., & Yin, C. S. (2025). Theoretical model of lateral soil arching effect in sand with flexible retaining wall. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 1-16.

[6]Wu, K., Meng, F. Y., Chen, R. P., & Wang, H. L. (2025). Downward soil arching below excavation base: Theory and application. Computers and Geotechnics, 185, 107313.

[7]Fu, X. S., Wang, H. L., Chen, R. P., Ma, X. Y., Meng, F. Y., & Liu, Q. W. (2025). Interaction between adjacent soil-arching effect in homogeneous clay and the corresponding stability analysis of underground voids: insights from trapdoor modeling. International Journal of Geomechanics, 25(8), 04025144.

[8]Zhang, X. H., Zhai, Z. J., Wang, H. L.*, Cui, Y. J., & Chen, R. P. (2025). A deformation-dependent model for passive soil arching in sand. Acta Geotechnica, 20, 6495–6513.

[9]Fu, X. S., Wang, H. L.*, Chen, R. P., Yin, C. S., Sun, Y. H., Zhang, X. H., & Dias, D. (2025). A novel multifunctional suction-controlled apparatus for investigating tensile strength of unsaturated soils. Transportation Geotechnics, 101642.

[10]Wang, H. L., Zhai, Z. J., Fu, X. S., Zhang, X. H., Dias, D., & Chen, R. (2025). Evolutionary mechanism of passive soil arching effect in sand at various relative densities and heights of fill. Transportation Geotechnics, 101694.

[11]Chen, R. P, Xu Y., Wang, H. L.*, Meng, F. (2025).Effect of adjacent excavation on the mechanical responseof proximal soil and tunnels in normally consolidated clay: centrifuge model testing and numerical simulation,Journal of Zhejiang University-SCIENCE A,26(10),931-949.

[12]Chen, R. P., Song, X., Meng, F. Y., Wang, H. L., Liu, Y., & Wen, L. (2025). Experimental investigation on the soil arching effect induced by deep-buried shield tunneling. Tunnelling and Underground Space Technology, 155, 106161.

2024年(Year 2024):

[1]吴楷，陈仁朋，孟凡衍，王瀚霖，程红战. 2024. "基坑开挖坑底土拱效应离心模型试验及数值分析."岩土工程学报, 46(9) : 1936-1944.

[2]Wang, H. L., Sun, Y. H., Chen, R. P., Peng, C. Y., Khasanov, A. 2024. "Deformation characteristics and stability analysis of lean clay under cyclic loading."Transportation Geotechnics, 47: 101285.

[3]Chen, R. P., Wang, H. L., Fu, X. S., Meng, F. Y., Liu, Q. W., Lin, X. T. 2024.“Upward soil arching effect under unloading: mechanism, theory and engineering application.”Transportation Geotechnics, 47: 101276.

[4]Wang, H. L., Yin, C. S., Zhang, Q. Y., Liu, Q. W., Yin, Z. Y., Xuan, D. X., Khasanov, A. 2024. "Monotonic mechanical behaviour of compacted completely decomposed granite with various inclusion levels of incineration bottom ash." Journal of Zhejiang University-Science A (Applied Physics & Engineering), 25(8): 670–679.

2023年(Year 2023):

[1]Song, X., Meng, F. Y., Chen, R. P., Wang, H. L., Wu, H. N. 2023. "Effect of seepage on soil arching effect in deep shield tunnel." Underground Space, 12: 218-233.

[2]Cheng, W., Chen, R. P., Yin, Z. Y., Wang, H. L., Meng, F. Y. 2023. “A fractional-order two-surface plasticity model for over-consolidated clays and its application to deep gallery excavation.” Computers and Geotechnics, 159: 105494.

[3]Chen, R. P., Fu, X. S., Wang, H. L.*, Liu, Q. W., Meng, F. Y. 2023. “Effect of non-simultaneous movement of adjacent twin-trapdoor on soil arching effect through discrete-element method simulation.” Transportation Geotechnics, 41: 101007.

[4]Wang, H. L., Pathak, B., Yin, Z. Y. 2023. “Investigation on microstructure, unconfined compressive strength and thermal conductivity of compacted CDG soil by MICP treatment during curing.” Journal of Materials in Civil Engineering, 35(6): 04023131.

[5]Chen, R. P., Liu, Q. W., Wang, H. L.*, Yin, Z. Y., Wu, H. N., Wang, P., Meng, F. Y. 2023. "Evolution of the soil arching effect in a pile-supported embankment considering the influence of particle breakage." International Journal of Geomechanics, 23 (7): 04023101.

2022年(Year 2022):

[1]Yin, Z. Y., Wang, H. L., Geng, X. Y. 2022. "Editorial:Physical model testing in geotechnical engineering."Journal of Zhejiang University-Science A (Applied Physics & Engineering), 23 (11): 845-849.

[2]Xu, W., Yin, Z. Y.*, Wang, H. L.*, Wang, X. 2022. "Experimental study on the monotonic mechanical behavior of completely decomposed granite soil reinforced by disposable face-mask chips." Journal of Cleaner Production, 352, 131528.

[3]Liu, Q. W., Wang, H. L., Chen, R. P., Yin, Z. Y., Lin, X. T., Wu, H. N. 2022. “Effect of relative density of 2D granular materials on the arching effect through numerical trapdoor tests.” Computers and Geotechnics, 141: 104553.

[4]Liu, Q. W., Chen, R. P., Wang, H. L.*, Yin, Z. Y., Wu, H. N. 2022. “Effect of particle shape on soil arching in the pile-supported embankment by 3d discrete-element method simulation.” International Journal of Geomechanics, 22 (4): 04022027.

[5]Yin, Z. Y., Teng, J. C., Wang, H. L., Jin, Y. F. 2022. “A MATLAB‐based educational platform for analysis of slope stability.” Computer Applications in Engineering Education, 30: 575–588.

2021年(Year 2021):

[1]Wang, H. L., Yin, Z. Y. 2021. “Unconfined compressive strength of bio-cemented sand: state-of-the-art review and MEP-MC-based model development.” Journal of Cleaner Production, 315: 128205.

[2]Wang, H. L., Zhou, W. H., Yin, Z. Y., Jie, X. X. 2021. “Closure to ‘Effect of grain size distribution of sandy soil on the shearing behaviors at soil-structure interface’.” Journal of Materials in Civil Engineering, 33 (3): 07020009.

[3]Chen, R. P., Liu, Q. W., Wang, H. L.*, Liu, Y., Ma, Q. L. 2021. “Performance of geosynthetic-reinforced pile-supported embankment on soft marine deposit.” Proc ICE: Geotechnical Engineering, 174 (6): 627-644.

[4]李昊,唐朝生,尹黎阳,刘博,吕超,王殿龙,泮晓华,王瀚霖,施斌. 2021. "MICP-FR协同作用改善钙质砂的力学性能及抗侵蚀试验研究."岩土工程学报, 43 (10), 1941-1949.

2020年(Year 2020):

[1]Wang, H. L., Yin, Z. Y. 2020. “High performance prediction of soil compaction parameters using multi expression programming.” Engineering Geology, 276: 105758.

[2]Wang, H. L., Yin, Z. Y., Zhang, P., Jin, Y. F. 2020. “Straightforward prediction for air-entry value of compacted soils using machine learning algorithms.” Engineering Geology, 279: 105911.

[3]Chen, R. P., Liu, Q. W., Wu, H. N., Wang, H. L., Meng, F. Y. 2020. “Effect of particle shape on the development of 2D soil arching.” Computers and Geotechnics, 125: 103662.

[4]Sun, W. J., Cui, Y. J., Hong, Z. S., Wang, H. L., Liu, K. 2020. “Moisture tension in fine-grained reconstituted soils at high initial water contents.” Acta Geotechnica, 15: 2591–2598.

[5]Qi, S., Cui, Y. J., Dupla, J. C., Chen, R. P., Wang, H. L., Su, Y., Lamas-Lopez, F., Canou, J. 2020. “Investigation into the parallel gradation method based on the response of track-bed materials under cyclic loadings.” Transportation Geotechnics, 24: 100360.

[6]王瀚霖,陈仁朋,程威. 2020. "不同基床底层细颗粒含量的高速铁路路基水分运移规律及水囊控制."铁道学报, 42 (9), 150-156.

2019年(Year 2019):

[1]Wang, H. L., Chen, R. P., Liu, Q. W., Kang, X. 2019. “Investigation on geogrid reinforcement and pile efficacy in geosynthetic-reinforced pile-supported track-bed.” Geotextiles and Geomembranes, 47 (6): 755-766.

[2]Wang, H. L., Chen, R. P., Liu, Q. W., Kang, X., Wang, Y. W. 2019. “Soil-geogrid interaction at various influencing factors by pullout tests with applications of FBG sensors.” Journal of Materials in Civil Engineering, 31 (1): 04018342.

[3]Wang, H. L., Zhou, W. H., Yin, Z. Y., Jie, X. X. 2019. “Effect of grain size distribution of sandy soil on the shearing behaviors at soil-structure interface.” Journal of Materials in Civil Engineering, 31 (10): 04019238.

[4]Chen, R. P., Qi, S, Wang, H. L.*, Cui, Y. J. 2019. “Microstructure and hydraulic properties of coarse-grained subgrade soil used in high-speed railway at various compaction degrees.” Journal of Materials in Civil Engineering, 31 (12): 04019301.

[5]詹良通,胡英涛,刘小川,陈捷,王瀚霖,朱斌,陈云敏. 2019. "非饱和黄土地基降雨入渗离心模型试验及多物理量联合监测."岩土力学, 40 (7), 2478-2486.

2018年(Year 2018):

Wang, H. L.*, Cui, Y. J., Lamas-Lopez, F., Calon, N., Saussine, G., Dupla, J. C., Canou, J., Aimedieu, P., Chen, R. P. 2018. “Investigation on the mechanical behavior of track-bed materials at various contents of coarse grains.”Construction and Building Materials, 164: 228-237.

Chen, R. P.,Wang, H. L., Hong, P. Y., Cui, Y. J., Qi, S., Cheng, W. 2018. “Effects of degree of compaction and fines content of subgrade bottom layer on moisture migration in the substructure of high-speed railways.”Proc IMechE Part F: Journal of Rail and Rapid Transit, 232 (4): 1197-1210.

2016年(Year 2016):

Zhao, Y., Ling, D., Wang, Y., Huang, B.,Wang, H. L.2016. “Study on a calibration equation for soil water content in field tests using time domain reflectometry.”Journal of Zhejiang University-Science A (Applied Physics & Engineering), 17 (3): 240-252.

2015年(Year 2015):

陈仁朋,吴进,亓帅,王瀚霖. 2015. "高铁路基粗颗粒土水力学参数测试方法研究."岩土力学, 36 (12), 3365-3372.

2014年(Year 2014):

Chen, Y. M.,Wang, H. L., Chen, R. P., Chen, Y. 2014. “A newly designed TDR probe for soils with high electrical conductivities.”Geotechnical Testing Journal, 37 (1): 35-45.

Chen, R. P., Chen, J. M.,Wang, H. L.2014. “Recent research on the track-subgrade of high-speed railways.”Journal of Zhejiang University-Science A (Applied Physics & Engineering), 15 (12): 1034-1038.

发明专利(Patent):

王瀚霖，付相深，陈仁朋，张嘉轩，段靖海，孟凡衍. 2024. 非饱和土抗拉强度试验装置及试验方法. 专利号：ZL202411120670.7

余小晴，陈仁朋，康馨，张淼，王瀚霖，刘晓明，翁广良，李晓晖. 2023. 一种基于建筑垃圾的路基结构及其施工方法. 专利号：ZL202310738623.8

陈仁朋，王瀚霖，刘骐炜，付相深，翟梓健，吴怀娜，孟凡衍. 2023. 一种基于土拱效应研究的新型活动门模型试验装置及方法. 专利号：ZL202211270965.3

陈仁朋，陈瞳，孟凡衍，贾琪，程红战，吴怀娜，王瀚霖. 2023. 用于囊袋注浆引起的软黏土地层盾构隧道抬升量预测方法. 专利号：ZL202310806109.3

陈仁朋，付相深，刘骐炜，王瀚霖，翟梓健，马雄鹰，康馨，孟凡衍. 2023. 一种基于数字图像相关的示踪黏土研制方法. 专利号：ZL202211264221.0

陈仁朋，贾琪，孟凡衍，杨微，刘源，吴怀娜，程红战，王瀚霖，曾毅. 2022. 基于隧道沉降高效治理的原位地层注浆试验装置及方法. 专利号：ZL202210480223.7

陈仁朋，汪焱卫，陈金苗，王瀚霖，边学成. 2015. 一种控制桩承式路基加固桩累积沉降的方法. 专利号：ZL201510083921.3

陈仁朋，汪焱卫，杨国涛，冯建波，王瀚霖，陈金苗. 2014. 桩网结构土工格栅挠度分布的测试装置和方法. 专利号：ZL201410735881.1

陈仁朋，尹鑫晟，吴进，王瀚霖. 2013. 泥水盾构泥膜形成过程的模拟试验装置. 专利号：ZL201310205268.4

[1]2024，国际土力学与岩土工程学会“未来之星奖”（Bright Spark Lecture Award）

[2]2022，湖南大学岳麓学者晨星A岗

[3]2021，国家海外高层次人才计划青年项目入选者