王树英

个人信息Personal Information

教授

博士生导师

硕士生导师

教师英文名称:Shuying Wang

教师拼音名称:wangshuying

所在单位:土木工程学院

学历:博士研究生毕业

办公地点:湖南省长沙市韶山南路68号中南大学世纪楼1118室

性别:男

学位:博士学位

在职信息:在职

毕业院校:美国密苏里科技大学(原密苏里大学罗拉分校)

学科:土木工程

学术论文

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 (*通讯作者)

1. 王树英,钟嘉政,付循伟,龚振宇. 考虑黏土蠕变特性的大埋深盾构复推总推力增量解析解研究. 中南大学学报(自然科学版),(录用)

2. Q.J. Pan, X.Z. LI, S.Y. Wang*, K.K. Phoon. Data-driven estimations of ground deformations induced by tunneling: a Bayesian perspective. Acta Geotechnica(录用)

3. 王树英,汪来*,潘秋景. 基于CNN-LSTM的盾构竖向姿态预测深度学习模型. 中南大学学报(自然科学版),(录用);

4. 王树英,汪来*,杨鹏.渣土改良下盾构掘进富水砾砂地层响应研究. 隧道建设(录用)

5. 刘霆宇,王树英,钟嘉政.土压平衡盾构改良渣土坍落度试验与理论研究综述. 现代隧道技术(录用)

6. Zhunlin Ni, Shuying Wang*, Qiujing Pan, Jiazheng Zhong. A new triaxial apparatus for high fluidity shield muck: validation and application. Bulletin of Engineering Geology and the Environment (录用)

7. Shuying Wang, Yongjie Zhan, Tong Qiu. Effect of gradation on undrained compressibility of foam-conditioned coarse-grained soils. International Journal of Geomechanics(录用)

8. 周子豪,王树英*,钟嘉政,倪准林,瞿同明. 基于激光扫描技术的盾构渣土改良状态自动识别方法研究. 中南大学学报(自然科学版),(录用)

9. 占永杰,王树英*,杨秀竹,王海波. 考虑级配影响的盾构泡沫改良粗粒土一维压缩理论计算模型.岩土工程学报(录用)

10. 王树英,陈宇佳,钟嘉政*,令凡琳. 泡沫-泥浆-聚合物组合改良粗粒土塑流性及渗透性特征研究. 中国公路学报(录用)

11. 汪来,王树英*,潘秋景. PSO-SVR算法在块石回填土区盾构姿态预测中的应用. 铁道科学与工程学报.(网络首发)

12. 王树英,王斌*,何卫. 明挖四线隧道异型结构施工力学特征. 中南大学学报(自然科学版),(录用).

13. Jiazheng Zhong, Shuying Wang, Tongming Qu*. Undrained vane shear strength characteristics of foam-conditioned gravelly sands under different shear rates. Journal of Rock Mechanics and Geotechnical Engineering (online)

14. Shuying Wang, Zihao Zhou,Pengfei Liu*, Zhao Yang, Qiujing Pan, Weizhong Chen. On the critical particle size of soil having with potential of clogging potential in shield tunnelling. Journal of Rock Mechanics and Geotechnical Engineering (online)

15. Shuying Wang, Pengfei Liu*, Jiazheng Zhong, Zhunlin Ni, Tongming Qu. Influence factors and calculation model of the adhesion strength of clayey soil for EPB shield tunneling. Transportation safety and environment2022,4(3): tdac012.

16. Jiazheng Zhong, Shuying Wang*, Pengfei Liu, Zhengri Liu, Tao Xu. Investigation of Dynamic Characteristics of the Muck during EPB Shield Tunnelling in a Full Chamber Mode using a CFD Method. KSCE Journal of Civil Engineering, 2022, 26(9): 4103-4116.

17. Fanlin Ling, Shuying Wang*, Qinxin Hu, Shuo Huang, Zhiyao Feng. Effect of bentonite slurry on the function of foam for changing the permeability characteristics of sand under high hydraulic gradients. Canadian Geotechnical Journal, 2022 59 (7): 1061-1070.

18. 刘正日,王树英*,王海波,钟嘉政,瞿同明. 泡沫混合土中颗粒间粘结键强度理论计算方法. 中南大学学报(自然科学版)2022 534):1320-1330

19. Shuying Wang; Zhunlin Ni; Tongming Qu; Haibo Wang*; Qiujing Pan. A novel index to evaluate the workability of conditioned coarse-grained soil for EPB shield tunnelling. Journal of Construction Engineering and Management, 2022, 148(6): 04022028.

20. Zhengri Liu, Shuying Wang*, Tongming Qu, Xueyu Geng. The Role of Foam in Improving theWorkability of Sand: Insights from DEM. Minerals, 2022, 12, 186.

21. 倪准林,王树英*,黄硕,瞿勇,刘奥林. 富水圆砾地层斜向并行隧道上部盾构掘进对下部管片力学状态的影响. 中南大学学报(自然科学版),2022,538):2996-3007.

22. Shuying Wang, Pengfei Liu*, Zhenyu Gong, Peng Yang. Auxiliary Air Pressure Balance Mode for EPB Shield Tunneling in Water-Rich Gravelly Sand Strata: Feasibility and Soil conditioning. Case Studies in Construction Materials, 2022, 6: e00799 (SCI)

23. Haibo Wang, Shuying Wang*, Jiazheng Zhong, Tongming Qu, Zhengri Liu, Tao Xu, Pengfei Liu . Undrained compressibility characteristics and pore pressure calculation model of foam-conditioned sand. Tunnelling and Underground Space Technology, 2021, 118: 104161 (SCI).

24. Shuying Wang, Shuo Huang*, Jiazheng Zhong, Sheng Zhang, Qinxin Hu, Tongming Qu, Xinyu Ye. Permeability Stability Calculation Model of Foam-Conditioned Soil Based on the Permeability Constant. International Journal for Numerical and Analytical Methods in Geomechanics, 2021, 45:540–559 (SCI).

25. 钟嘉政,王树英*,刘朋飞,王海波. 泡沫改良砾砂渣土力学行为与流变模型探究. 哈尔滨工业大学学报,2021,53(11): 84-92EI

26. 王树英,令凡琳*,黄硕. 泡沫改良粗粒渣土渗透性计算模型及适用性对比研究. 岩石力学与工程学报,20214011):2357-2364EI

27. 王树英,占永杰,杨秀竹,付循伟,令凡琳. 淤泥质粉质黏土地层盾构渣土免烧空心砖固化机理与质量评价. 北京工业大学学报,2021,477):710-718CSCD

28. Cong Zhang, Junsheng Yang*, Jinyang Fu, Shuying Wang, Jian Yin, Yipeng Xie. Recycling of discharged soil from EPB shield tunnels as a sustainable raw material for synchronous grouting. Journal of Cleaner Production, 2020, 268:121947 (SCI)

29. Shuying Wang, Shuo Huang*, Tong Qiu, Junsheng Yang, Jiazheng Zhong, Qinxing Hu. An Analytical Study of the Permeability of a Foam-Conditioned Soil. International Journal of Geomechanics, 202020(8):06020019 (SCI)

30. Junsheng Yang, Cong Zhang*, Jinyang Fu, Shuying Wang*, Xuefeng Ou, Yipeng Xie. Pre-grouting reinforcement of underwater karst area for shield tunneling passing through Xiangjiang River in Changsha, China. Tunnelling and Underground Space Technology, 2020, 100: 103380 (SCI)

31. Qinxin Hu, Shuying Wang*, Tongming Qu, Tao Xu, Shuo Wang, Haibo Wang. Effect of hydraulic gradient on the permeability characteristics of foam conditioned sand for mechanized tunnelling. Tunnelling and Underground Space Technology, 2020, 99, 103377 (SCI)

32. Shuying Wang, Qinxin Hu*, Haibo Wang, Markus Thewes, Louis Ge, Junsheng Yang and Pengfei Liu. Permeability Characteristics of Poorly Graded Sand-Conditioned with Foam Mixtures in Different Conditioning States. Journal of Testing and Evaluation, ASTM, 2020, 49(5) (SCI)

33. 王树英*,刘朋飞,胡钦鑫,王海波,黄硕,钟嘉政,刘正日,阳军生. 盾构隧道渣土改良理论与技术研究综述. 中国公路学报,2020335):8-34EI

34. Shuying Wang, Pengfei Liu*, Qinxin Hu, Jiazheng Zhong. Effect of dispersant on the tangential adhesion strength between clay and metal for EPB shield tunnelling. Tunnelling and Underground Space Technology, 2020, 95, 103144SCI

35. 王树英,胡钦鑫*,王海波,黄硕,叶飞,刘朋飞. 盾构泡沫改良砂性渣土渗透性及其受水压力影响特征研究. 中国公路学报,20203302):94-102EI

36. Shuo Huang, Shuying Wang*, Changjie Xu, Yufeng Shi, Fei Ye. Effect of Grain Gradation on the Permeability Characteristics of Coarse-grained Soil Conditioned with Foam for EPB Shield Tunnelling. KSCE Journal of Civil Engineering, 2019, 23(11): 4662-4674 (SCI)

37. Tongming Qu, Shuying Wang*, Qinxin Hu. Coupled Discrete Element–Finite Difference Method for Analysing Effects of Cohesionless Soil Conditioning on Tunneling Behaviour of EPB Shield. KSCE Journal of Civil Engineering, 2019, 23(10):4538-4552SCI

38. Shuying Wang, Tongming Qu, Yong Fang*, Jinyang Fu, Junsheng Yang. Investigation on Stress Responses Associated With Earth Pressure Balance Shield Tunneling in Dry Granular Ground Using the Discrete Element Method. International Journal of Geomechanics, ASCE, 2019, 19(7): 04019060SCI

39. Tongming Qu, Shuying Wang*, Jinyang Fu, Qinxin Hu, Xuemin Zhang. Numerical examination of EPB shield tunneling-induced mechanical responses at various discharge ratios. Journal of Performance of Constructed FacilitiesASCE, 2019, 33(3): 04019035 (SCI)

40. Pengfei Liu, Shuying Wang*, Yufeng Shi, Junsheng Yang, Jinyang Fu, Feng Yang. Tangential adhesion strength between clay and steel for various soil softnesses. Journal of Materials in Civil Engineering, 2019315):04019048SCI

41. Jinyang Fu, Jiawei Xie, Shuying Wang*, Junsheng Yang, Feng Yang, Hao Pu. Cracking performance of an operational tunnel lining due to local construction defects. International Journal of Geomechanics, ASCE, 2019, 19(4): 04019019 (SCI)

42. Pengfei Liu, Shuying Wang*, Louis Ge, Markus Thewes, Junsheng Yang, Yimin Xia. Changes of Atterberg limits and Electrochemical Behaviors of Clays with Dispersants as Conditioning Agents for EPB Shield Tunnelling. Tunnelling and Underground Space Technology, 2018, 73: 244–251 (SCI)

43. Shuying Wang, Pengfei Liu*, Tongming Qu, Jinyang Fu, Jinqiang Zhou . Performance of the Supporting Structures of a Single-Floor Three-Span Metro Station during Column-Drift Tunneling in Dry Sandy Ground. Journal of Performance of Constructed Facilities, ASCE2018, 32(3): 04018015 (SCI)

44. 刘朋飞,王树英*,阳军生,胡钦鑫. 渣土改良剂对黏土液塑限影响及机理分析.哈尔滨工业大学学报,2018,506):91-96

45. 王海波,王树英*,胡钦鑫,刘朋飞. 盾构砂性渣土-泡沫混合物渗透性影响因素研究. 隧道建设,2018,385):833-839

46. Jinyang Fu*, Zhiwu Yu, Shuying Wang, Junsheng Yang. Numerical analysis of framed building response to tunnelling induced ground movements. Engineering Structures2018158: 43-66 (SCI)

47. Xinyu Ye, Shuying Wang*, Junsheng Yang, Daichao Sheng, and Chao Xiao. Soil Conditioning for EPB Shield Tunneling in Argillaceous Siltstone with High Content of Clay Minerals: Case Study. International Journal of Geomechanics, 2017, 17(4): 05016002-1~8SCI

48. Shuying Wang*, Ronaldo Luna, and Junsheng Yang. Effect of Plasticity on Shear Behavior of Low-Plasticity Fine-Grained Soil. Journal of Materials in Civil Engineering, ASCE , 2017, 142(2): 04015075-1~11 SCI

49. 周锦强,王树英,阳军生,傅金阳. 基于Mindlin解分析隧道开挖对近邻桩基的影响.岩土力学,2017.38(4)1075-1081 (EI)

50. 叶新宇,王树英*,阳军生,肖超,周纯择. 泥质粉砂岩地层土压平衡盾构渣土改良技术. 铁道科学与工程学报,2017:149):1925-1933CSCD

51. 瞿同明,王树英*,刘朋飞. 土压平衡盾构土仓排土引起的干砂地层响应特征分析. 郑州大学学报(工学版),2017,38(1):16-21CSCD

52. Jiang ChenJunsheng Yang*Xuemin ZhangShuying WangXuefeng Ou. Field Measurements and Design Optimization of Diaphragm Walls. Geotechnical Testing Journal, 2017, 40(1): 84-91 (SCI)

53. Biao Jiang, Li’ang Chen*, Junsheng Yang, Shuying Wang and C.W.W.Ng. Effects of twin tunnel excavation on an existing horseshoe-shaped tunnel with considering settlement joint. Canadian Geotechnical Journal, 2017, Vol. 54, No. 9 : pp. 1346-1355 (SCI)

54. Shuying Wang*, Ronaldo Luna, Junsheng Yang. Reexamination of effect of plasticity on liquefaction resistance of low-plasticity fine-grained soils and its potential application. Acta Geotechica, 2016, 11(5):1209–1216SCI

55. Shuying Wang*, Ronaldo Luna, Site Onyejekwe. Effect of Initial Consolidation Condition on Post-Liquefaction Undrained Monotonic Shear Behavior of Mississippi River Valley Silt. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2016, 142(2):04015075-1~11 (SCI)

56. 瞿同明,王树英*,傅金阳,阳军生. 基于离散元分析盾构动态掘进引起的无粘性地层主应力特征. 中南大学学报(自然科学版)20164811),3083-3091EI

57. 张箭*王树英,阳军生,张细宝. 北京地铁敞口式盾构掘进对砂层土体扰动规律研究. 东北大学学报,2016374):572-577EI

58. 肖超,阳军生,王树英,何杰,叶新宇.土压平衡盾构改良渣土力学行为及其地层响应特征. 中南大学学报(自然科学版)2016,477):2432-2440 EI

59. Shuying Wang*, Ronaldo Luna, Site Onyejekwe. Postliquefaction behavior of low-plasticity silt at various degrees of reconsolidation. Soil Dynamics and Earthquake Engineering, 201575:259-264 (SCI)

60. Shuying Wang, Ronaldo Luna*, Honghua Zhao, Cyclic and Post-cyclic Shear Behavior of Low-plasticity Silt with Varying Clay Content. Soil Dynamics and Earthquake Engineering, 2015, 75: 112-120 (SCI)

61. 梁禹,阳军生,王树英,苏文辉. 考虑时变性影响的盾构壁后注浆浆液压缩及消散机理研究. 岩土力学,20153373-3380 (EI)

62. 肖超, 王树英, 叶新宇, 阳军生. 泥质粉砂岩地层土压平衡盾构渣土改良技术研究. 现代隧道技术,2015525:165-170 (EI)

63. 叶新宇,王树英,肖超,阳军生,周纯择. 上软下硬地层渣土改良试验及应用研究, 现代隧道技术,2015,526):147-153 (EI)

64. 肖超,阳军生,褚东升,王树英. 长沙地铁典型板岩地层土压平衡盾构掘进参数精细化控制. 中南大学学报(自然科学版),2015,461),261-266 (EI)

65. 周纯择,阳军生,牟友滔,王树英. 南昌上软下硬地层中盾构施工地表沉降BP神经网络预测方法. 防灾减灾工程学报,2015,35(4):556-562 CSCD

66. 樊祥喜,王树英,皮圣,阳军生. 含砂砾富水复合地层地铁联络通道施工风险分析与控制研究. 中国安全生产科学技术,2015119):144-150CSCD

67. 王树英,阳军生,肖小文,周海英,宋健. 乔家山隧道粘土岩大变形及支护结构稳定性分析. 地下空间与工程学报,2015,11(6):1545-1551CSCD

68. 肖小文, 阳军生, 王树英,周海英,王立川. 第三系粉质粘土地层隧道围岩大变形分析及控制研究. 铁道学报,2015,37(10):110-116  (EI)

69. 李习平*,阳军生,王立川,王一鸣,王树英. 三联隧道凝灰岩流变试验及其本构型研究.铁道科学与工程学报,2015,121):137-144 CSCD

70. Shuying Wang*, Ronaldo Luna. Compressibility characteristics of low-plasticity silt before and after liquefaction. Journal of Materials in Civil Engineering, ASCE , 2014, 26(6): 040140141-1~6 (SCI)

71. Shuying Wang, Site Onyejekwe and Junsheng Yang*. Threshold strain for postcyclic shear strength change of Mississippi River Valley silt due to cyclic triaxial loading. Journal of Testing and Evaluation(ASTM), 2014, 42(1), pp.1-9 (SCI)

72. Yufeng Shi, Junsheng Yang, Shuying Wang*. Sub-horizontal reinforcement of weathered granite before tunneling beneath a spillway. International Journal of Rock Mechanics and Mining Science, 2014, 72: 283-293 (SCI)

73. 王树英,阳军生,张学民. 低塑性粉土液化重固结后剪切强度研究. 岩土力学,2014357):1849-1854  (EI)

74. 王树英,阳军生,唐鹏,马玉辉,王文通.八车道明挖湖底隧道结构受力现场测试与安全性评价.土木工程学报,2014, 47(11): 120-127 (EI)

75. 王树英,阳军生,李习平. 高地应力条件下凝灰岩地层隧道底部大变形原因分析及其整治.中国铁道科学,2014355):47-54  (EI)

76. 王树英,阳军生,唐鹏. 双向框架式湖底隧道抗拔桩受力分析及布置优化. 建筑结构学报,2014, 35(8): 127-133 (EI)

77. Shuying Wang, Ronaldo Luna*, and Junsheng Yang. Postcyclic Behavior of low-plasticity silt with limited excess pore pressures. Soil Dynamics and Earthquake Engineering, 2013, 54: 39-46 (SCI)

78. Shuying Wang, Junsheng Yang*, and Site Onyejekwe. Effect of previous cyclic shearing on liquefaction resistance of Mississippi River Valley silt. Journal of Materials in Civil Engineering, ASCE, 2013, 25(10): 1415-1423 (SCI)

79. Mingfeng Lei, Limin Peng, Chenghua Shi, Shuying Wang*. Experimental study on the damage mechanism of tunnel structure suffering from sulfate attach. Tunnelling and Underground Space Technology, 2013, 36: 5-13 (SCI)

80. Shuying Wang and Ronaldo Luna*. Monotonic behavior of Mississippi River Valley silt in triaxial compression. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2012, 138(4): 516-525 (SCI)

81. Shuying Wang, Ronaldo Luna*, Rick Stephenson. A slurry consolidation approach to reconstitute low-plasticity silt specimens for laboratory triaxial testing. Geotechnical Testing Journal, ASTM, 2011, 34(4): 288-296 (SCI)

82. Jinyang Fu, Junsheng Yang*, Herbert Klapperich, Shuying Wang. Analytical Prediction of Ground Movements due to a Nonuniform Deforming Tunnel. International Journal of Geomechanics201616(4):04015089 (SCI)

83. Shuying Wang*, Junsheng Yang, Yuanhong Yang, Fangping Zhong. Construction of large-span twin tunnels below a high-rise transmission tower: a case study. Geotechnical and Geological Engineering, 2014, 32: 453–467 (EI)

84. 王树英,阳军生,LUNA R..  前期动载对低塑性粉土静态和动态强度的影响.” 岩石力学与工程学报,2013, 32(2): 363-368 (EI)