王钰轲
郑州大学水利与交通学院教授/博导
研究方向：土的基本特性与本构理论生物岩土工程及路基边坡可靠度分析
办公地点：
个人简介
王钰轲，男，郑州大学水利与交通学院教授/博导，主要研究方向为土的基本特性与本构理论、生物岩土工程及路基边坡可靠度分析。入选河南省优青、中原创新青年拔尖人才、河南省高校科技创新人才。兼任中国土木工程学会土力学及岩土工程分会理事、中国土木工程学会土力学及岩土工程分会青年委员会委员、国际SCI期刊《Marine Georesources & Geotechnology》编委、《中国公路学报》青年编委、《水利水电技术（中英文）》青年编委、《公路工程》青年编委、《河南科技》期刊编委等。
主持国家重点研发计划项目、国家自然科学基金等国家或省部级科研项目20余项，发表SCI、EI及核心期刊论文110余篇，其中一作/通讯100篇。申请或授权发明专利50余项。参编地方、行业规范标准3部。获河南省科技进步二等奖、河南省交通运输科学技术进步特等奖、河南省教育厅科技进步一等奖、河南省自然科学学术奖一等奖等。
学术兼职
[1] 中国土木工程学会土力学及岩土工程分会，理事
[2] 河南省岩石力学与工程学会，理事
[3] 中国岩石力学与工程学会路基工程专业委员会，委员
[4] 中国岩石力学与工程学会地面岩石工程专业委员会，委员
[5] 中国土木工程学会土力学及岩土工程分会青年委员会，委员
[6] 中国地震学会近岸与离岸工程灾害环境防护专业委员会，委员
教学课程
本科生教学课程：
- 土力学（40学时）
研究生教学课程：
- 岩土工程新材料（32学时）
科研项目
[1] 主持 国家自然科学基金面上项目“大豆脲酶固化黄河泥沙用作路基填料的宏微观效果与机理研究”，2022.01-2025.12
[2] 主持 国家自然科学基金青年项目“考虑初始状态变化的黄泛区粉土路基灾变机理与沉降计算方法研究”，2022.01-2024.12
[3] 主持 国家重点研发计划项目子课题“土石堤坝渗漏险情抢险关键技术与装备研究”，2022.11-2024.12
[4] 主持 河南省优秀青年基金“高聚物微型桩加固边坡的地震破坏机理及稳定性分析方法”，2023.01-2024.12
[5] 主持 河南省高校科技创新人才支持计划“植物脲酶固化黄河泥沙的资源生态利用理论与技术研究”，2024.01-2026.12
教研项目
[1] 国家级一流本科课程线下课程，参与，2023
[2] 河南省一流本科课程线上课程，参与，2022
[3] 教育部产学合作协同育人项目，主持，2024、2026
[4] 郑州大学研究生课程教育教学改革重点项目，主持，2020
[5] 郑州大学本科生教育教学改革研究与实践重点项目，主持，2023
[5] 郑州大学课程教育教学改革示范课程重点项目，主持，2024
[6] 郑州大学一流本科课程，主持，2023
论文和专著
【论文】
[1] Wang Y., Ma B., Song L., Li Y., Zhang L., Chen Y.*, Nadella M. C Sustainable Repair of Cementitious Cracks Using Soybean Urease-Induced Carbonate Precipitation: Impermeability and Durability Assessment. Engineering Structures,2026, 346: 121616
[2] Zhou S., Wang Y. *, Feng S., Sun Y. Deep learning-based modeling of silt stress-strain response via multi-fidelity time-series algorithms. Engineering Applications of Artificial Intelligence, 2026,171: 114275
[3] Wang Y., Wei B., Wan Y.* Establishment and effectiveness evaluation of reliability analysis method for polymer anchors in slope reinforcement, Probabilistic Engineering Mechanics, 2026, 84: 103920
[4] Jiang Y., Wang Y.* A RFEM investigation into the bearing capacity and load-transfer of O-cell test pile considering spatial variability of soil properties, Probabilistic Engineering Mechanics, 2026, 84: 103917
[5] Wang Y., Chen Y.*, Nadella M. Crack repairing performance by soybean urease induced calcium carbonate precipitation (SICP) combined with fibers and lightweight aggregates. Construction and Building Materials, 2025, 458: 139678.
[6] Zhou F., Wang Y.*, Zhao X., Cai N., Li Q., Li Y. Influence of different fractional calculus forms on the accuracy of elastic–plastic constitutive model for silt. Archive of Applied Mechanics, 2026, 96:33.
[7] Wang Y.*, Wu J., Bai S., Zeng C., Jiang R. Experimental investigation on anisotropic behavior of Yellow River silt with different initial water contents and confining pressures. Marine Georesources and Geotechnology, 2026.
[8] Wang Z., Wang Y.*. Numerical Study on Phase Difference-Driven Mechanical Behaviors of Gravel-Structure Interface under 3D Circular Cyclic Shear. Frontiers of Structural and Civil Engineering, 2026, 20: 420-439
[9] Wang Y., Shang H., Wan Y.*, Chen Y. The influence of slope geometric parameters on the reliability of slope reinforced by micro-piles in spatially variable soils. Probabilistic Engineering Mechanics, 2025, 79: 103719.
[10] Yu X., Li Z., Wang Y.*, Pang R., Lv X., Fu M. Stress–deformation analysis of concrete anti-seepage structure in earth-rock dam on overburden considering spatial variability of geomechanical parameter. Probabilistic Engineering Mechanics, 2025, 79: 103725.
[11] Yu X., Bai S., Chen C., Wang Y.*, Xue Y. Influence of leakage under different joint locations on river-crossing tunnels: Experimental and numerical investigation. Geomechanics and Engineering, 2025, 43(4) :259-267.
[12] Wu D., Wang Y.*, Chen X. Limit analysis of earthquake-induced landslides considering two strength envelopes. Natural Hazards and Earth System Sciences. 2024, 24: 4617-4630.
[13] Wang Y., Zhou S., Jiang R., Sun Y.* Three-dimensional fractional plastic models for saturated sand using Caputo derivative and R-L derivative: A comparative study. Construction and Building Materials, 2024, 443: 137776.
[14] Wang Y., Zhou S., Li Z., Li D., Yang P., Chen Y.* Experimental studies on the interfacial shear characteristics between joint concrete and foamed polymer in cross-river shield tunnel. Structures, 2024, 68: 107241.
[15] Wang Y.*, Zhang L., Liu M., Yu X. Comparative study on the mechanical properties of solidified silty-fine sand reinforced by permeable polymer and traditional grouting materials. Construction and Building Materials, 2024, 419: 135485.
[16] Wang Y., Zhang L., Qu X., Liu M.*, Zhong Y., Zhang B. Experimental study on mechanical behavior of silty-fine sand reinforced by a new type of permeable polymer material under dry-wet cycles. Soils and Foundations, 2024, 64: 101519.
[17] Wang Y., Shang H., Wan Y*., Yu X. Reliability analysis of soil slope reinforced by micro-pile considering spatial variability of soil strength parameters. Geomechanics and Engineering, 2024, 36 (6): 631-640.
[18] Wang, Y., Chen. H., Xue, Y., Jiang, R., Yu, X., Lin, X*. Undrained permanent deformation characteristics of Yellow River silt under one-way cyclic loads. Marine Georesources & Geotechnology. 2024.
[19] Wang, Y., Chen. H., Chen, Y.*, Jiao, M., Fan, Z. Experimental study on macro-micro effectiveness of Yellow River silt solidified by using soybean-induced carbonate precipitation (SICP) technology. Marine Georesources & Geotechnology. 2024. DOI: 10.1080/1064119X.2024.2318395
[20] Wang, Y., Shao, L., Wan, Y.*, Chen, H. Reliability analysis of three-dimensional reinforced slope considering the spatial variability in soil parameters, Stochastic Environmental Research and Risk Assessment, 2024. 38 (4): 1583-1596
[21] Wang, Y., Jiang, R., Gao, Y.*, Shao, J. Resilient strain and stiffness degradation of Yellow River silt under long-term cyclic loads. Proceedings of ICE – Geotechnical Engineering. 2024, 177(2): 169-178
[22] Wang, Y., Wang, Z., Chen, Y.*, Cao, T., Yu, X., Pang, R. Experimental Study on Bio-treatment Effect of the Dredged Yellow River Silt based on Soybean Urease Induced Calcium Carbonate Precipitation, Journal of Building Engineering, 2023, 75: 106943
[23] Wang, Y., Shao, L., Wan, Y.*, Jiang, Y., Yu, X. Three-dimensional reliability stability analysis of earth-rock dam slopes reinforced with permeable polymer. Probabilistic Engineering Mechanics. 2023, 74: 103537
[24] Wang, Y., Jiang, R., Jiao, M.*, Cao, T., Yu, X. Macro and micro experimental study on solidification of Yellow River silt based on different biomineralization technologies. Environmental Earth Science. 2023, 82 (3): 86
[25] Wang, Y., Jiang, R., Gan, Wang., Jiao, M.* Study on mechanical properties of Yellow River silt solidified by MICP technology. Geomechanics and Engineering. 2023, 32, (3): 347-359
[26] Wang, Y., Cao, T., Shao, J., Song, Y.*, Wan, Y. Experimental study on static characteristics of the Yellow River silt under (triaxial) consolidated undrained conditions. Marine Georesources & Geotechnology. 2023, 41(3):285-294
[27] Wang, Y., Wang, G., Zhong, Y.*, Shao, J., Zhao, J., Li, D. Comparison of different treatment methods on macro-micro characteristics of Yellow River silt solidified by MICP technology. Marine Georesources & Geotechnology. 2023, 41(4) :425-435
[28] Chen, Y., Wang, Y.*, Hazarika, H., Wan, Y. Strength and deformation behavior of Yellow River silt under triaxial drained condition with considering characteristic states. Journal of Mountain Science. 2023, 20(1): 273-284
[29] Wan, Y., Fu, H., Wang Y*. Study on the influence of spatial variability of soil strength parameters on reliability and slip surfaces of cofferdam slope reinforced by geosynthetic reinforcement. Marine Georesources & Geotechnology. 2024, 42(3): 233-242
[30] Wang, Y., Cao, T., Gao, Y.*, Shao, J. Experimental study on liquefaction characteristics of saturated Yellow River silt under cycles loading. Soil Dynamic and Earthquake Engineering. 2022, 163(10):107457
[31] Wang, Y., Wang, G., Wan, Y.*, Yu, X., Shao, J., Zhao, J. Recycling of dredged river silt reinforced by an eco-friendly technology as microbial induced calcium carbonate precipitation (MICP). Soils and Foundations. 2022, 62 (6): 10216
[32] Wang, Y., Fu, H., Wan Y., Yu, X. Reliability and parameter sensitivity analysis on geosynthetic-reinforced slope with considering spatially variability of soil properties. Construction and Building Materials. 2022, 350: 128806
[33] Wang, Y., Han, M., Li, B.*, Wan, Y. Stability evaluation of earth-rock dam reinforcement with new permeable polymer based on reliability method. Construction and Building Materials. 2022, 320: 126294
[34] Wang, Y.*, Han, M. Optimal design of slope reinforcement by a new developed polymer micro anti-slide pile in case of emergency and disaster relief. Natural Hazards. 2022, 112: 899-917
[35] Wang, Y., Yu, B., Wan, Y.*, Yu, X., Song, Y. Experimental investigation and numerical verification on diffusion of permeable polymers in sandy soils with considering grouting parameters. International Journal of Civil Engineering. 2023, 21(4): 617-632.
[36] Wang, Y., Li, J., Yu, X., Lin, X.*, Shao, J., Zhao, J. Study on fractional-order elastic-plastic constitutive model of river silt based on critical state theory. Marine Georesources & Geotechnology. 2024, 42(1): 59-66
[37] Wang, Y., Fu, H., Cai, Y., Yu, X., Zhao, J. Seismic subsidence of soft subgrade with considering principal stress rotation. International Journal of Civil Engineering. 2022, 20: 827-837
[38] Yu, X., Wang, Y.*, Wang, G., Xue, B., Zhao, X., & Du, X. Study on working behaviors and improvement strategies of concrete cutoff wall with slurry cake in thick soil foundation. International Journal of Geomechanics, 2022, 22(6), 04022075.
[39] Yu X., Wang G., Wang Y.*, Du X., Qu Y. Large deformation performance of the anti-seepage system connection part in earth core dam built on thick overburden[J] . Geomechanics and Engineering, 2022, 29(6): 683-696.
[40] Wang, Y., Han, M., Cao, T., Yu, X.*, Song, Y. Cyclic interface behavior of non-water reactive polymer and concrete during dam restoration. Structures. 2021. 34: 748–757
[41] Wang, Y., Wan, Y., Guo, C.*, Zeng, C., Shao, J., Wang, F. Experimental investigation on the monotonic, cyclic and post cyclic interfacial behavior of non-water reacted polymer and concrete. Construction and Building Materials. 2021, 292: 123323
[42] Wang, Y., Wan, Y., Ruan, H., Yu, X. *, Shao, J., & Ren, D. Pore pressure accumulation of anisotropically consolidated soft clay subjected to complex loads under different stress paths. China Ocean Engineering. 2021. 35(3): 465–474
[43] Wang, Y., Wan, Y., Wan, E., Zhang, X.*, Zhang, B., & Zhong, Y.* The pore pressure and deformation behavior of natural soft clay caused by long-term cyclic loads subjected to traffic loads. Marine Georesources & Geotechnology. 2021. 39(4):398-407
[44] Wang Y., Han M., Lin X*., Li D., Yu H., and Zhu L. Influence of Rainfall Conditions on Stability of Slope Reinforced by Polymer Anti-slide Pile. Front. Earth Sci. 2021. 9:774926. doi: 10.3389/feart.2021.774926
[45] Ruan, H., Wang, Y.*, Wan, Y., Yu, X., Zeng, C., Shao, J. Three-dimensional numerical modeling of ground deformation during shield tunneling with considering principal stress rotation. International Journal of Geomechanics. 2021, 21(7): 04021095
[46] Yu, X., Wang, Y.*, Tulamaiti, Y., Zhou, C., Zhou., Y., Wang, G. Refined numerical simulation of a concrete cut-off wall in the thick overburden of dam foundation. Structures. 2021, 33: 4407-4420.
[47] Wang, Y., Han, M., Yu, X.*, Wan, Y., Shao, J., Ren, D. Stiffness degradation of natural soft foundation in embankment dam under complex stress paths with considering different initial states. Applied Ocean Research. 2020, 104: 1-22.
[48] Wang Y., Wan Y., Liu M, Guo C.*, Zeng C., Wu D. Undrained multi-dimensional deformation behavior and degradation of natural soft marine clay from HCA experiments. Soils and Foundations. 2020. 60(1), 103-114
[49] Zeng, C., Li, X., & Wang Y.* Behaviour of the interface between stored wheat and a steel silo under static and cyclic loading conditions. Biosystems Engineering, 2020, 190, 87-96.
[50] Zeng, C., Gu, H., & Wang Y.* Stress-strain response of sheared wheat granular stored in silos using triaxial compression tests. International Agrophysics. 2020, 1(34), 103-114
[51] Wang, Y., Gao, Y.*, Li, B., Guo, L., Cai, Y., & Mahfouz, A. H. Influence of initial state and intermediate principal stress on undrained behavior of soft clay during pure principal stress rotation. Acta Geotechnica. 2019, 14(5):1379-1401.
[52] Wang, Y., Zeng, C.*, Jia, H., Cai, H. Zhang, X. Cyclic behavior of natural organic clay under variable confining pressure that match traffic loading condition. Marine Georesources & Geotechnology. 2019, 37(3): 402-407.
[53] Wang, Y.*, Li, B.*, Chen, C., Jia, H. Influence of Groundwater Level Fluctuation on Lateral Deformation of Cantilever Enclosure structure of Pit-in-Pit. Marine Georesources & Geotechnology. 2020, 38(1): 108-113.
[54] Wang, Y., Gao, Y.*, Cai, Y., Guo, L. Effect of initial state and intermediate principal stress on non-coaxiality of soft clay involved cyclic principal stress rotation. International Journal of Geomechanics. 2018, 18(7), 04018081.
[55] Wang, Y., Gao, Y.*, Guo, L., Yang, Z. Influence of intermediate principal stress and principal stress direction on drained behavior of natural soft clay. International Journal of Geomechanics. 2018, 18(1), 04017128.
[56] Wang, Y.*, Gao, Y.*, Zeng, C., Mahfouz, A. H. Undrained cyclic behavior of soft marine clay involved combined principal stress rotation. Applied Ocean Research. 2018, 81:141-149.
[57] Wang, Y., Gao, Y., Guo, L.*, Cai, Y., Li, B., Qiu, Y., Mahfouz, A. H. Cyclic response of natural soft marine clay under principal stress rotation as induced by wave loads. Ocean Engineering, 2017, 129, 191-202.
[58] Wang, Y., Zhang, J.*, Ma, L., Wu, D. Anisotropic deformation characteristics of soft marine clay involved the change of b-values and stress direction. Marine Georesources& Geotechnology. 2017, 35(7):954-960.
[59] Wang, Y., Gao, Y.*, Li, B., Fang, H., Wang, F., Guo, L., Zhang, F. One-way cyclic deformation behavior of natural soft clay under continuous principal stress rotation. Soils and Foundations. 2017, 57(6), 1002-1013.
[60] Wang, Y., Wu, D.*, Qiu, Y., Wang, D. Experimental Investigation on cyclic deformation behavior of soft marine clay involved principal stress rotation. Marine Georesources & Geotechnology. 2017, 35(4):571-577.
[61] Wang, Y., Guo, L.*, Gao, Y. F., Qiu, Y., Hu, X., Zhang, Y. (2016). Anisotropic drained deformation behavior and shear strength of natural soft marine clay. Marine Georesources & Geotechnology, 34(5), 493-502.
[62] Ma, L., Wang, Y.*, Wang, W., Xu, X., Li, S. An analysis method of laterally loaded pile in cohesive soil. Marine Georesources & Geotechnology. 2018.36(1):2-9.
[63] Ma, L., Wang, Y.*. Calculation and analysis of negative skin of monopile applied for offshore wind turbine. Marine Georesources & Geotechnology. 2017, 35(2):275-280.
[64] 王钰轲，秦振嘉，万愉快，尚海威，张小宁，李爱国，李庆喜. 非线性M-C准则下考虑土体空间变异性的微型桩加固边坡可靠度分析. 中国公路学报. 2026,在线刊出
[65] 王钰轲，周森森，冯爽，钟燕辉. 基于时间序列的黄河泥沙循环荷载下应力应变关系预测模型. 交通运输工程学报. 2026,在线刊出
[66] 王钰轲，蒋睿，周森森，孙逸飞. 考虑初始状态和主应力轴旋转效应的粉土非正交弹塑性本构模型 中国公路学报. 2026,在线刊出
[67] 王钰轲，周森森，高玉峰，王复明. 不同迁移学习策略的土体应力应变预测模型. 土木工程学报. 2026, 59(7):1-17
[68] 王钰轲，赵博林，邵琳岚，万愉快，张飞. 基于随机极限平衡法的土质边坡地震稳定性定量评估. 中国公路学报. 2025, 38(10):75-87
[69] 王钰轲，吴杰，陈浩. 颗粒级配对大豆脲酶诱导碳酸钙沉淀加固黄河泥沙剪切特性的影响研究. 岩石力学与工程学报. 2025, 44(11):3086-3098
[70] 王钰轲,蒋睿,郭成超,王复明.考虑相变状态及温度效应的冻结砂土非关联弹塑性本构模型. 岩石力学与工程学报, 2025,44(04):1026-1039.
[71] 王钰轲，冯爽，万愉快，钟燕辉. 基于深度卷积网络混合LSSVM算法的路基粉土抗剪强度指标预测. 中国公路学报,2025,38(05):26-37.
[72] 王钰轲，宋龙飞，郭成超，钟燕辉. 循环荷载作用下渗透型高聚物与过江盾构隧道接缝混凝土界面特性试验研究. 中国公路学报. 2025, 41(02):229-237
[73] 王钰轲,李在阳,蒋睿,孙逸飞.考虑结构性影响的天然软黏土弹塑性本构模型[J] .哈尔滨工业大学学报, 2025,57(10):103-111
[74] 王钰轲，邵琳岚，万愉快，余翔，张蓓，钟燕辉. 基于K-L展开法考虑土体参数空间变异性的土石坝坝坡可靠度分析. 水利学报, 2024,55(12):1417-1427.
[75] 王钰轲，尚海威，贾朝军，余翔，钟燕辉. 新型高聚物微型桩加固工程斜坡的抗滑性能模型试验研究. 中南大学学报（自然科学版）. 2024,55(10):3803-3813.
[76] 王钰轲, 蒋睿, 贾朝军, 余翔, 钟燕辉. 长期循环荷载下黄泛区黄河泥沙的变形特性及安定性分析. 铁道科学与工程学报. 2024, 21(5):1866-1875
[77] 王钰轲，陈浩，宋迎宾，王振海，钟燕辉，张蓓. 大豆脲酶诱导碳酸钙固化黄河泥沙水稳定性试验研究. 水利学报. 2024, 55 (1): 71-79
[78] 王钰轲，陈浩，屈新明，宋迎宾，钟燕辉. 黄河泥沙的路用性能与改性利用研究进展. 人民黄河, 2025, 47(03):153-160.
[79] 王钰轲，宋龙飞，薛玉洁，钟燕辉. 考虑潮汐因素的运营期过江盾构隧道接缝渗漏机理分析. 沈阳建筑大学学报(自科版), 2025, 41(02):229-237.
[80] 王钰轲，李朕宇，钟燕辉，余翔，张蓓，冯大阔. 渗透型高聚物与过江盾构隧道接缝混凝土界面特性. 岩土工程学报. 2023, 45 (S2): 195-200
[81] 王钰轲，冯爽，钟燕辉，张蓓. 基于集成学习模型的正常固结土抗剪强度指标预测方法. 岩土工程学报. 2023, 45 (S2): 183-188
[82] 王钰轲, 万永帅, 方宏远, 曾长女, 石明生, 吴迪. 圆形应力路径下软黏土的动力特性试验研究. 岩土力学.2020, 41(5): 1643-1652.
[83] 王钰轲, 曹天才, 宋迎宾, 邵景干, 余翔, 董博文. 基于菌促方法和酶促方法的黄河泥沙加固参数试验研究. 浙江大学学报(工学版).2023, 57(06):1100-1110.
[84] 王钰轲, 李俊豪, 邵景干, 余翔. 不同影响因素下路用黄河泥沙动剪切模量和阻尼比试验及理论模型研究. 工程科学学报. 2023, 45(3): 509-519.
[85] 王钰轲, 陈宇源, 邵景干, 宋迎宾, 钟燕辉. 考虑不同初始状态的黄河泥沙三轴静力剪切特性试验研究. 工程科学学报,2023,45(10):1782-1794.
[86] 王钰轲, 万永帅, 刘琪, 郭成超*, 石明生. 非水反应高聚物与土工材料的界面剪切特性. 建筑材料学报. 2021, 24(1): 115-120.
[87] 王钰轲, 黄文清, 万永帅, 余翔*, 韩沐森, 郭成超. 不同初始状态软黏土在主应力轴耦合旋转下的孔压及三维变形规律.工程科学与技术. 2021, 53(2):1-11
[88] 王钰轲, 于博文, 曹天才, 郭成超,钟燕辉,石明生.非水反应高聚物-混凝土界面单调剪切特性及本构模拟.工程科学与技术. 2021, 53(6):121-130
[89] 王钰轲, 马露, 曾长女*, 张冲博, 陈灿.主应力轴连续旋转下软黏土的软化特性试验研究.建筑材料学报. 2019, 22(5):148-155.
[90] 王钰轲, 黎冰*. 扭剪作用下饱和软黏土的单向循环变形特性试验研究. 东南大学学报 (自然科学版). 2019, 49(5)：981-988.
【专著】
[1] 王钰轲，蒋睿，周森森. 黄泛区路用黄河泥沙的岩土力学特性及弹塑性本构模型. 北京：中国水利水电出版社，2025.
[2] 石妍，王钰轲，王金龙. 土石渗漏封堵材料与装备技术研究. 武汉：长江出版社，2022.
荣誉和奖励
[1] 河南省科技进步二等奖， 2022年，排1
[2] 河南省交通运输科学技术进步奖特等奖，2022年，排1
[3] 河南省高等学校优秀科技成果科技进步一等奖，2022年，排1
[2] 河南省自然科学学术奖一等奖，2021年，排1
[2] 河南省教育厅优秀科技论文一等奖，2021年，排1
[2] 河南省教育厅优秀科技论文一等奖，2022年，排1
[2] 河南省教育厅优秀科技论文一等奖，2024年，排1