王钰轲

作者: 时间:2022-09-18 点击数:

王钰轲简介

 

姓名

王钰轲

性别

出生年月

1989.02

 

 

职称

副教授

(直聘)

民族

河南新乡

电子邮箱

wangyuke@zzu.edu.cn

最终学位

工学博士

 

 

学术头衔

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土力学及岩土工程学会会员

中国岩石力学与工程学会会员中国公路学会会员

国际 SCI 期刊《Marine Georesources & Geotechnology》编委

研究方向

土的基本特性与地基处理、交通岩土工程、基础设施检测与修复

主要学习、科研和工 作经历

2016 年至今 郑州大学水利科学与工程学院从事教学与科研工作

2016-2018 郑州大学水利工程博士后科研流动站,合作导师:王复明 院士

2011-2016 河海大学,岩土工程,工学博士(硕博连读),导师:高玉峰 教授

2007-2011 内蒙古工业大学,土木工程,工学学士

 

代表性教学成果与荣誉

1. 郑州大学水利科学与工程学院“三育人”先进个人(2020 年)

2. 主持 2020 年度郑州大学研究生课程思政教育教学改革重点项目

3. 指导本科生及研究生获得“华数杯”全国大学生数学建模竞赛优秀奖

4. 指导研究生获得中国高校大数据挑战赛优秀奖

 

 

 

 

 

 

 

 

代表性科研成果

一、在研与完成科研项目

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》(52178369)(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》(52109140)(2022.01-2024.12

3、主持 国家重点研发计划子课题《土石堤坝渗漏险情抢险关键技术与装备研究》

2019YFC1510803-2)(2020.01-2022.12

4、主持 河南省青年人才托举工程项目《交通荷载作用下黄泛区路基长期累积变形特性研究》(2021HYTP016)2021.01-2022.12

5、主持 河南省自然科学基金青年项目《多维度耦合下饱和软黏土的变形及软化特性试验研究》(202300410424)2020.01-2021.12

6、主持 河南省重点研发与推广专项(科技攻关)《交通荷载作用下各向异性固

结软黏土的非共轴变形特性研究》(212102310977)2021.01-2022.12


7、主持 河南省高等学校重点科研项目《非水反应类高聚物注浆技术在隧道突涌水及渗漏处治中的应用(20A560021)2019.01-至今)

8、主持 中国博士后面上基金二等资助《考虑主应力轴旋转的饱和软黏土长期循环软化特性研究(2019M662533)2019.12-至今)

9、主持 中国博士后面上基金一等资助《主应力轴旋转下软黏土的非共轴变形特性及本构理论研究》(2017M610461)2017.05-2018.06

10、主持 河南省博士后基金《高聚物注浆技术在隧道及地下工程渗漏处治中的应用研究》(2017.05-2018.06

11、主持 岩土力学与工程国家重点实验室开放基金项目 《主应力轴旋转下饱和软黏土累积变形特性试验研究》(2017.01-2020.12

12、主持 岩土力学与堤坝工程教育部重点实验室开放基金项目《天然软黏土在主应力轴旋转下静动力特性试验研究》(2017.01-2019.12

13、参与 国家自然科学基金重点项目《海洋土软化特性及海床和基础失稳与灾变机理研究》(51639002)2017.01-2021.12

14、参与 国家重点研发计划《膨胀土岸坡和堤坝渗透滑动柔性修复加固技术》

2018.01-至今) 二、论文发表情况

1. 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

2. 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.

3. 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. 2022.

4. 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

5. 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

6. 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

7. 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

8. 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

9. 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

10. 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.

11. Wu, D., Wang, Y.*, Zhang, F., Qiu, Y. Influences of Pore-Water Pressure on Slope Stability considering Strength Nonlinearity. Advances in Civil Engineering. 2021, 8823899

12. 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.

13. 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

14. Wang, Z., Wang Y.* , Wang, S. , Li, B. , & Wang, H. Effect of longitudinal gradient on 3d face stability of circular tunnel in undrained clay. Advances in Civil Engineering, vol. 2020, Article ID 5846151, 12 pages, 2020. https://doi.org/10.1155/2020/5846151

15. 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.

16. 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

17. 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.

18. Wang, Y., Zeng, C.*, Heyang Jia, Hongjian Cai, Xiangyuan Zhang. Cyclic behavior of natural organic clay under variable confining pressure that match traffic loading condition. Marine Georesources & Geotechnology. 2019, 37(3): 402-407.

19. Zeng, C., Wang, Y.*. Compressive behavior of wheat from confined uniaxial compression tests. International Agrophysics. 2019, 33(3): 347-354.

20. Zeng, C., Wang, Y.*. The Shear Strength and Dilatancy Behavior of Wheat Stored in Silos. Complexity. 2019. Article ID 1547616, 9 pages, https://doi.org/10.1155/2019/1547616.

21. Zeng, C., Wang, Y.*. Shear Behavior of Wheat-Concrete Interface during Monotonic and Cyclic Loading, Complexity, 2019, Article ID 6792650, 15 pages, 2019. https://doi.org/10.1155/2019/6792650.

22. 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.

23. Wu, D.*, Wang, Y., Qiu, Y., Zhang, J., & Wan, Y. Determination of Mohr–Coulomb Parameters from Non-linear Strength Criteria for 3D Slope. Mathematical Problems in Engineering. 2019, Article ID 6927654, https://doi.org/10.1155/2019/6927654

24. Wang, Y., Gao, Y.*, Cai, Y., & Guo, L. Effect of initial state and intermediate principal stress on noncoaxiality of soft clay involved cyclic principal stress rotation. International Journal of Geomechanics. 2018, 18(7), 04018081.

25. 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.

26. 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.

27. 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.


28. 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.

29. 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.

30. 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.

31. Wang, Y., Guo, L.*, Gao, Y. F., Qiu, Y., Hu, X. Q., & Zhang, Y. (2016). Anisotropic drained deformation behavior and shear strength of natural soft marine clay. Marine Georesources & Geotechnology, 34(5), 493-502.

32. 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.

33. 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.

34. 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.

35. 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界面剪切特性研究. 建筑材料学报. 2021, 24(1): 121-126.

36. 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

37. 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

38. 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.

39. 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. 2019, 49(5)981-988.

40. 王钰轲,付宏松, 马露. 行车荷载与基坑开挖对新建及既有基坑坑底、地连墙的影响研究. 三峡大学学报(自然科学版). 2022. 44(2):1-6


41. 郭林, 王钰轲, 王军*, 郑敏,  伍婷玉.  中主应力与主应力方位角对软粘土排水变形特性影响.岩土力学.2016, 37(5):1380-1387.

42. 马露, 王钰轲*, 于敏, 王伟,  徐晓阳.  基于有效应力法的单桩负摩阻力计算研究. 水文地质工程地质. 2017. 01(1):71-77.

43. 黄勇, 梅国雄, 王钰轲. 透水管桩的群桩沉桩室内模型试验研究.河北工程大学学报(自然科学版), 2016. 33(3):18-23.

44. 邱月, 高玉峰, 黎冰, 王钰轲,  吴迪.倾斜荷载作用下沉箱基础的极限承载力计算方法[J].长江科学院院报,2017,34(06):103-107.

45. 邱月, 黎冰, 吴迪, 王钰轲,  刘勇.  饱和砂土中吸力式沉箱基础的极限承载力计算方法. 河北工程大学学报(自然科学版). 2016, 33(2):25-29.

三、科技奖励

 

1. 河南省第五届自然科学学术奖一等奖,2021,第 1 完成人;

2. 河南省教育厅科技成果奖二等奖,2021,第 1 完成人;

3. 河南省教育厅优秀科技论文一等奖,2021,第 1 完成人。四、其它科研成果

1. 抢险救灾情况下的高聚物微型桩快速成型装置

王钰轲; 韩沐森;  钟燕辉;  郭成超;  余翔;  王淦;  于博文中国专利, 授权, 2021.11.23, CN202120986035.2

2. 用于封堵土石坝渗漏通道的可视化高聚物注浆装置

王钰轲; 万永帅;  郭成超;  石明生;  于博文; 王淦中国专利, 授权, 2021.04.29, CN202120911760.3

3.  一种现场浇注铁路混凝土桥梁用弹性体伸缩缝装置王复明; 赵鹏;  王磊; 方宏远; 潘艳辉;  王钰轲

中国专利, 授权, 2018.10.16, CN201820155380.X

4. 一种铁路桥梁用弹性体伸缩缝装置

王复明; 赵鹏;  王磊; 方宏远;  潘艳辉; 王钰轲中国专利, 授权, 2018.10.16, CN201820156897.0