禹海涛

职称：教授

学位：博士

  • 电子邮箱：
  • 办公电话：021-65982005
  • 办 公 室 ：岩土楼
  • 所在部门：土木工程学院 地下建筑与工程系

      研究方向

      1. 地下结构抗震与抗爆动力学

      2. 时空多尺度/连续-非连续/多场耦合数值方法

      3. 岩土与地下结构动力问题解析解

      4. 多台阵物理模型试验原理与方法

      5. 复杂场地环境的地震动空间效应

      6. 地质灾害区（液化、断层、岩爆等）地下工程动力灾变与安全控制

      研究项目

      1. 国家自然科学基金（优秀青年科学基金项目），隧道区域环境的地震动空间效应，2020年1月-2022年12月；

      2. 国家自然科学基金（面上项目），深层调蓄隧道地层-结构-内部流体多场耦合地震响应机理，2022年1月-2025年12月；

      3. 中国地震局地震工程与工程振动重点实验室重点专项，软土场地综合管廊系统地震易损性模型及应用示范，2021年9月-2023年12月；

      4. 国家自然科学基金项目（中德国际(地区)合作与交流项目/NSFC-DFG(中德)），强震作用下液化地层中浅埋隧道土结构相互作用研究，2021年1月-2023年12月，主要参与人；

      5. 国家自然科学基金（面上项目），盾构隧道强震灾变的宏-细观并发多尺度方法，2017年1月-2020年12月；

      6. 国家重点研发计划项目子课题，城市地下结构强震灾变机制与抗减震控制，2018年12月-2021年12月；

      7. 国家重点研发计划项目子课题，地震作用下海底沉管隧道动力响应分析技术与粉砂层液化上浮机制，2018年1月-2021年12月；

      8. 上海市科委重点支撑项目课题，超浅埋盾构隧道抗震性能评估与安全控制技术，2018年7月-2021年6月；

      9. 上海市科委重点支撑项目课题，道路隧道预制装配式结构的抗震安全性与减震控制技术，2016年7月-2019年12月；

      10. 上海市青年科技启明星计划，城市地下大空间抗震安全评估体系与应急保障技术，2017年4月-2020年3月；

      11. 中央高校基本科研业务费专项资金-学科交叉类滚动资助项目，长隧道大规模地震响应分析的多尺度耦合理论与高性能算法，2017年9月-2018年8月；

      12. 中央高校基本科研业务费专项资金-学科交叉类项目，长大隧道强震灾变的宏-细-微观多尺度关联模型及高效算法，2015年7月-2016年12月；

      13. 上海市晨光计划，地下工程中的离散-连续多尺度动力耦合分析方法，2014年1月-2016年12月；

      14. 雄安新区长节段、大吨位整体式预制拼装综合管廊示范工程抗震安全分析，中交第二工程局有限公司委托，2021年8月25日-2021年10月31日；

      15. 强震区不利地质条件下地下轨交结构抗减震设计关键技术研究，上海市城市建设设计研究总院（集团）有限公司委托，2020年12月1日-2024年12月31日；

      16. 大型地震工程模拟研究设施水下振动台台阵节段式模型箱设计及适用性研究，天津大学委托，2018年9月-2018年12月；

      17. 复杂场地环境下长大跨海通道结构设计和抗震性能研究，中铁隧道勘测设计院有限公司委托，2015年8月-2021年12月.

      出版论著

      1. Chen Xizhuo, Yu Haitao*. A multiscale method coupling peridynamic and boundary element models for dynamic problems. Computer Methods in Applied Mechanics and Engineering, 2022.

      2. Chen Gong, Yu Haitao*, Bobet Antonio. Analytical solution for seismic response of deep tunnels with arbitrary cross-section shape in saturated orthotropic rock. Rock Mechanics and Rock Engineering, 2022, 55: 5863–5878.

      3. Yan Xiao, Yu Haitao*. Numerical simulation of hydraulic fracturing with consideration of the pore pressure distribution based on the unified pipe-interface element model. Engineering Fracture Mechanics, 2022.

      4. Yu Haitao*, Li Xinxi, Li Pan*. Analytical solution for vibrations of a curved tunnel on viscoelastic foundation excited by arbitrary dynamic loads. Tunnelling and Underground Space Technology, 2022, 120: 104307. 

      5. Sun Yuqi, Yu Haitao*. A unified non-local fluid transport model for heterogeneous saturated porous media. Computer Methods in Applied Mechanics and Engineering, 2022, 389: 114294. 

      6. Yang Yusheng, Zhang Shaohua, Zhang Jinghua, Yuan Yong, Yu Haitao*. Analytical solution for long tunnels in layered saturated poroelastic ground under inclined P1-SV waves. Tunnelling and Underground Space Technology, 2022, 124: 104458. 

      7. Yang Yusheng, Yu Haitao*, Yuan Yong, Lu Dechun, Huang Qiangbing. A novel numerical framework for underground structures in layered ground under inclined P-SV waves based on stiffness matrix method and domain reduction method. Frontiers of Structural and Civil Engineering, 2022.

      8. Zhao Xu, Li Ruohan*, Yuan Yong, Yu Haitao, Zhao Mi, Huang Jingqi. Shaking table tests on fault-crossing tunnels and aseismic effect of grouting. Tunnelling and Underground Space Technology, 2022, 125: 104511. 

      9. Yang Yusheng, Zhang Shaohua, Zhang Jinghua, Yuan Yong*, Li Chong*, Yu Haitao. Effect of excitation frequency on segmental tunnels in sand using 1 g shaking table tests. Transportation Geotechnics, 2022, 34: 100750.

      10. Zhang Zhiming*, Yuan Yong*, Li Chong, Yu Haitao, Chen Hong, Bilotta Emilio. Comparison of seismic responses of atrium-style and frame-box metro stations in soft soil in shaking table testing. Structures, 2022, 45: 912-931.

      11. Yu Haitao*, Chen Xizhuo, Li Pan*. Analytical solution for vibrations of a modified Timoshenko beam on visco-Pasternak foundation under arbitrary excitations. International Journal of Structural Stability and Dynamics, 2022, 22(7): 2250045.

      12. Yu Haitao*, Sun Yuqi. Bridging the gap between local and nonlocal numerical methods - A unified variational framework for non-ordinary state-based peridynamics. Computer Methods in Applied Mechanics and Engineering, 2021, 384: 113962.

      13. Yu Haitao*, Chen Xizhuo. A viscoelastic micropolar peridynamic model for quasi-brittle materials incorporating loading-rate effects. Computer Methods in Applied Mechanics and Engineering, 2021, 383: 113897.

      14. Yu Haitao*, Chen Gong. Pseudo-static simplified analytical solution for seismic response of deep tunnels with arbitrary cross-section shapes. Computers and Geotechnics, 2021, 137: 104306.

      15. Yu Haitao*, Wang Qi. Analytical solution for deep circular tunnels covered by an isolation coating layer subjected to far-field shear stresses. Tunnelling and Underground Space Technology, 2021, 115: 104026.

      16. Yu Haitao*, Li Yanxi, Shao Xiaoyun*, Cai Xuesong. Virtual hybrid simulation method for underground structures subjected to seismic loadings. Tunnelling and Underground Space Technology, 2021, 110: 103831.

      17. Yu Haitao*, Chen Xizhuo, Chen Weile, Li Pan*. Analytical solution for longitudinal dynamic responses of long tunnels under arbitrary excitations. International Journal of Structural Stability and Dynamics, 2021, 2150174.

      18. Yang Yusheng, Yu Haitao*, Yuan Yong, Sun Jun. 1 g shaking table test of segmental tunnel in sand under near-fault motions. Tunnelling and Underground Space Technology, 2021, 115: 104080.

      19. Yu Haitao*, Chen Xizhuo, Sun Yuqi. A generalized bond-based peridynamic model for quasi-brittle materials enriched with bond tension-rotation-shear coupling effects. Computer Methods in Applied Mechanics and Engineering, 2020, 372: 113405.

      20. Yu Haitao, Sun Yuqi, Li Pan*, Zhao Mi. Analytical solution for dynamic response of underground rectangular fluid tank subjected to arbitrary dynamic loads. Journal of Engineering Mechanics, ASCE, 2020, 146(8): 04020077.

      21. Yang Yusheng, Yu Haitao*, Yuan Yong, Zhao Mi. Analytical solution for longitudinal seismic response of long tunnels subjected to Rayleigh waves. International Journal for Numerical and Analytical Methods in Geomechanics, 2020, 44(10): 1371-1385.

      22. Yang Yusheng, Zhang Jinghua, Yuan Yong*, Yu Haitao*. Dynamic responses of long tunnels in layered viscoelastic ground subjected to inclined SH waves. Soil Dynamics and Earthquake Engineering, 2021, 141: 106469.

      23. Yuan Yong, Yang Yusheng*, Zhang Shaohua, Yu Haitao, Sun Jun. A benchmark 1 g shaking table test of shallow segmental mini-tunnel in sand. Bulletin of Earthquake Engineering, 2020, 18: 5383-5412. 

      24. Zhang Jinghua, Yuan Yong*, Bao Zhen, Yu Haitao*, Bilotta Emilio. Shaking table tests on shaft-tunnel junction under longitudinal excitations. Soil Dynamics and Earthquake Engineering, 2020, 132: 106055.

      25. Chen J.T., Yu H.T.*, Bobet A., Yuan Y. Shaking table tests of transition tunnel connecting TBM and drill-and-blast tunnels. Tunnelling and Underground Space Technology, 2020, 96: 103197. ESI高被引论文

      26. Chen J.T., Yuan Y.*, Yu H.T.* Dynamic response of segmental lining tunnel. Geotechnical Testing Journal, ASTM, 2020, 43(3): 660-682.  

      27. Zhang J., Yuan Y.*, Bilotta E., Yu H.T.* Analytical solutions for seismic responses of shaft-tunnel junction under longitudinal excitations. Soil Dynamics and Earthquake Engineering, 2020, 131: 106033.

      28. Zhang Shaohua, Yuan Yong*, Li Chong, Yang Yusheng, Yu Haitao, Mang Herbert A.* Effects of interior structure as double deck lanes on seismic performance of segmental linings. Tunnelling and Underground Space Technology, 2020, 103: 103441. 

      29. Yu H.T., Cai C., Bobet A., Zhao X.*, Yuan Y. Analytical solution for longitudinal bending stiffness of shield tunnels. Tunnelling and Underground Space Technology, 2019, 83: 27-34. ESI Hot高被引热点论文

      30. Zhao H.L., Yuan Y.*, Ye Z.M., Yu H.T.*, Zhang Z.M. Response characteristics of an atrium subway station subjected to bidirectional ground shaking. Soil Dynamics and Earthquake Engineering, 2019, 125: 105737.

      31. Zhao H.L., Yu H.T.*, Yuan Y., Li P.*, Chen J.T. Cyclic loading behavior of a repaired subway station after fire exposure. Tunnelling and Underground Space Technology, 2019, 84: 210-217. 

      32. Zhang J.H., Yuan Y.*, Yu H.T.* Shaking table tests on discrepant responses of shaft-tunnel junction in soft soil under transverse excitations. Soil Dynamics and Earthquake Engineering, 2019, 120: 345-359. 

      33. Zhang J.H., Yuan Y.*, Bao Z., Yu H.T.*, Bilotta E. Shaking table tests on the intersection of cross passage and twin tunnels. Soil Dynamics and Earthquake Engineering, 2019, 124: 136-150. 

      34. Yuan Y., Luo J.H.*, Yu H.T. Experimental study on vertical shear behaviors of an immersion joint with steel shear keys. Applied Sciences-Basel, 2019, 9: 5056.

      35. Zhang Z.M., Bilotta E.*, Yuan Y.*, Yu H.T., Zhao H.L. Experimental assessment of the effect of vertical earthquake motion on underground metro station. Applied Sciences-Basel, 2019, 9: 5182. 

      36. Zhang J.H., Yuan Y.*, Bilotta E.*, Zhang B., Yu H.T. Analytical solution for dynamic responses of the vertical shaft in a shaft-tunnel junction under transverse loads. Soil Dynamics and Earthquake Engineering, 2019, 126: 105779. 

      37. Lu L.M., Qiu J.N., Yuan Y.*, Tao J., Yu H.T., Wang H., Mang H. Large-scale test as the basis of investigating the fire-resistance of underground RC substructures. Engineering Structures, 2019, 178: 12-23. 

      38. Yu H.T.*, Zhang Z.W., Chen J.T., Bobet A., Zhao M., Yuan Y. Analytical solution for longitudinal seismic response of tunnel liners with sharp stiffness transition. Tunnelling and Underground Space Technology, 2018, 77: 103-114. 

      39. Yu H.T.*, Yang Y.S. Yuan Y. Analytical solution for a finite Euler-Bernoulli beam with single discontinuity in section under arbitrary dynamic loads. Applied Mathematical Modelling, 2018, 60: 571-580. 

      40. Yu H.T.*, Yan X., Bobet A., Yuan Y.*, Xu G.P., Su Q.K. Multi-point shaking table test of a long tunnel subjected to non-uniform seismic loadings. Bulletin of Earthquake Engineering, 2018, 16(2): 1041-1059.  ESI高被引论文

      41. Yuan Y., Yu H.T.*, Li C., Yan X., Yuan J.Y. Multi-point shaking table test for long tunnels subjected to non-uniform seismic loadings - Part I: theory and validation. Soil Dynamics and Earthquake Engineering, 2018, 108: 177-186. ESI高被引论文 

      42. Yu H.T., Yuan Y.*, Xu G.P., Su Q.K., Yan X., Li C. Multi-point shaking table test for long tunnels subjected to non-uniform seismic loadings - Part II: application to the HZM immersed tunnel. Soil Dynamics and Earthquake Engineering. 2018, 108: 187-195. ESI高被引论文

      43. Fabozzi S.*, Bilotta E., Yu H.T., Yuan Y. Effects of the asynchronism of ground motion on the longitudinal behavior of a circular tunnel. Tunnelling and Underground Space Technology, 2018, 82: 529-541.

      44. Li C., Yuan Y.*, He P.F., Yuan J.Y., Yu H.T. Improved equivalent mass-spring model for seismic response analysis of two-dimensional soil strata. Soil Dynamics and Earthquake Engineering, 2018, 112: 198-202. 

      45. Li C., Yuan J.Y., Yu H.T., Yuan Y.* Mode-based equivalent multi-degree-of-freedom system for one-dimensional viscoelastic response analysis of layered soil deposit. Earthquake Engineering and Engineering Vibration, 2018, 17(1): 103-124. 

      46. Yu H.T.*, Cai C., Yuan Y., Jia M.C. Analytical solutions for Euler-Bernoulli Beam on Pasternak foundation subjected to arbitrary dynamic loads. International Journal for Numerical and Analytical Methods in Geomechanics, 2017, 41(8): 1125-1137. 

      47. Yu H.T.*, Xiao W.H., Yuan Y.*, Taerwe L. Seismic mitigation for immersion joints: design and validation. Tunnelling and Underground Space Technology, 2017, 67: 39-51.

      48. Yu H.T. *, Yuan Y., Bobet A. Seismic analysis of long tunnels: a review of simplified and unified methods. Underground Space, 2017, 2: 73-87.

      49. Bobet A., Yu H.T.* Seismic distortions of a deep circular tunnel in elastic slightly anisotropic ground. Underground Space, 2017, 2: 134-147.

      50. Bao Z., Yuan Y.*, Yu H.T.* Multi-scale physical model of shield tunnels applied in shaking table test. Soil Dynamics and Earthquake Engineering, 2017, 100: 465-479. 

      51. Xiao W.H., Yu H.T.*, Yuan Y.*, Taerwe L., Xu G.P. Compression-shear behavior of a scaled immersion joint with steel shear keys. Tunnelling and Underground Space Technology, 2017, 70: 76-88. 

      52. Yu H.T., Chen J.T., Yuan Y.*, Zhao X. Seismic damage of mountain tunnels during the 5.12 Wenchuan earthquake. Journal of Mountain Science, 2016, 13(11): 1958-1972. 

      53. Yu H.T., Cai C., Guan X.F., Yuan Y.* Analytical solution for long lined tunnels subjected to travelling loads. Tunnelling and Underground Space Technology, 2016, 58: 209-215. 

      54. Yu H.T., Chen J.T., Bobet A., Yuan Y.* Damage observation and assessment of the Longxi tunnel during the Wenchuan earthquake. Tunnelling and Underground Space Technology, 2016, 54: 102-116. 

      55. Yan X., Yuan J.Y., Yu H.T.*, Bobet A., Yuan Y. Multi-point shaking table test design for long tunnels under non-uniform seismic loading. Tunnelling and Underground Space Technology, 2016, 59: 114-126. 

      56. Bobet A., Yu H.T.* Full stress and displacement fields for steel-lined deep pressure tunnels in transversely anisotropic rock. Tunnelling and Underground Space Technology, 2016, 56: 125-135. 

      57. Yu H.T., Wang Z.B., Yuan Y., Li W.T.* Numerical analysis of internal blast effects on underground tunnel in soils. Structure and Infrastructure Engineering, 2016, 12(9): 1090-1105. 

      58. Guan X.F., Yu H.T.*, Tian X. A stochastic second-order and two-scale thermo-mechanical model for strength prediction of concrete materials. International Journal for Numerical Methods in Engineering, 2016, 108(8): 885-901.

      59. Li W.T., Jiang Z.W., Yang Z.H., Yu H.T.* Effective mechanical properties of self-healing cement matrices with microcapsules. Materials & Design, 2016, 95: 422-430. 

      60. Zhao H.L., Yu H.T.*, Yuan Y., Zhu H.B. Blast mitigation effect of the foamed cement-base sacrificial cladding for tunnel structures. Construction and Building Materials, 2015, 94: 710-718. 

      61. Li M.G., Yu H.T.*, Wang J.H., Xia X.H., Chen J.J. A multiscale coupling approach between discrete element method and finite difference method for dynamic analysis. International Journal for Numerical Methods in Engineering, 2015, 102(1): 1-21. 

      62. Bobet A., Yu H.T.* Stress field near the tip of a crack in a poroelastic transversely anisotropic saturated rock. Engineering Fracture Mechanics, 2015, 141: 1-18. 

      63. Yan X., Yu H.T.*, Yuan Y., Yuan J.Y. Multi-point shaking table test of the free field under non-uniform earthquake excitation. Soils and Foundations, 2015, 55(5): 985-1000.

      64. Xiao W.H., Yu H.T., Yuan Y.*, Taerwe L., Chai R. Compression-bending behavior of a scaled immersion joint. Tunnelling and Underground Space Technology, 2015, 49: 426-437.

      65. Yu H.T., Yuan Y.* Analytical solution for an infinite Euler-Bernoulli beam on a viscoelastic foundation subjected to arbitrary dynamic loads. Journal of Engineering Mechanics, ASCE, 2014, 140(3): 542-551.

      66. Yu H.T., Yuan Y.*, Yu G.X., Liu X. Evaluation of influence of vibrations generated by blasting construction on an existing tunnel in soft soils. Tunnelling and Underground Space Technology, 2014, 43: 59-66. 

      67. Yu H.T., Yuan Y.*, Qiao Z.Z., Gu Y., Yang Z.H., Li X.D. Seismic analysis of a long tunnel based on multi-scale method. Engineering Structures, 2013, 49: 572-587. 

      68. Yu H.T., Yuan Y.*, Bobet A. Multiscale method for long tunnels subjected to seismic loading. International Journal for Numerical and Analytical Methods in Geomechanics, 2013, 37(4): 374-398.

      69. Yu H.T., Yuan Y.*, Liu X., Li Y.W., Ji S.W. Damages of the Shaohuoping road tunnel near the epicentre. Structure and Infrastructure Engineering, 2013, 9(9): 935-951.

      70. 禹海涛*,王治坤,等. SV波入射下均匀饱和地层渗透系数对深埋隧道的影响机制[J]. 岩土工程学报, 2021.

      71. 禹海涛*,陈功. 任意形状深埋隧道地震响应解析解[J]. 岩土工程学报, 2021, 43(7): 1331-1337.

      72. 禹海涛*,宋毅,李亚东,张劭华,徐磊. 沉管隧道多尺度方法与地震响应分析[J]. 同济大学学报(自然科学版), 2021, 49(6): 807-815.

      73. 禹海涛*,陈功. 深部富水岩石拱形隧道地震响应解析解[J]. 中南大学学报（自然科学版）, 2021.

      74. 禹海涛*,李衍熹. 土-结构动力作用体系混合试验研究进展与探讨[J]. 中国公路学报, 2020, 33(12): 105-117.

      75. 禹海涛,李心熙,等. 行波效应下曲线隧道动力响应解析解[J]. 岩土工程学报, 2021, 43(1): 69-76.

      76. 禹海涛,陈希卓,等.基于双台阵模拟地震空间差动效应的模型箱参数解析[J]. 岩土工程学报, 2020, 42(8): 1428-1434.

      77. 张志明,禹海涛*,等. 中庭式地铁车站地震响应振动台试验[J]. 中国公路学报, 2021, 34(5): 123-134.

      78. 禹海涛*,吴胤翔,等. 盾构隧道纵向地震响应的多尺度分析方法[J]. 中国公路学报, 2020, 33(1): 138-144+152.

      79. 禹海涛,张正伟,等. 地下结构抗震设计的改进等效反应加速度法[J]. 岩土力学, 2020, 41(7): 1-10.

      80. 冯浩,杨喻声,禹海涛*. 行波效应下黏弹性地基梁动力响应解析解[J]. 岩土工程学报, 2020, 42(1): 126-132.

      81. 禹海涛,萧文浩,等. 沉管隧道柔性接头压缩性能研究[J].中国公路学报, 2019, 32(5): 115-122, 180.

      82. 禹海涛,张正伟,等. 土岩变化地层长隧道纵向地震响应解析解[J]. 岩土工程学报, 2019, 41(7): 1244-1250.

      83. 禹海涛*,袁勇. 长大隧道地震响应分析与试验方法新进展[J]. 中国公路学报, 2018, 31(10): 19-35.

      84. 禹海涛*,蔡创,等. 任意动载作用下长隧道纵向响应解析解[J]. 同济大学学报(自然科学版), 2018, 46(1): 1-6.

      85. 禹海涛,张敬华,等. 盾构隧道-工作井节点振动台试验设计与分析[J]. 中国公路学报, 2017, 30(8): 183-192.

      86. 袁勇,包蓁,禹海涛,季倩倩.考虑行波效应的盾构隧道多点振动台试验[J]. 中国公路学报, 2017, 30(8): 174-182.

      87. 袁勇,禹海涛*,等. 沉管隧道管节接头混凝土剪力键压剪破坏试验研究. 工程力学, 2017, 34(3): 149-154. “领跑者5000-中国精品科技期刊顶尖学术论文”

      88. 禹海涛*,萧文浩,等. 沉管隧道接头与管节本体刚度比试验. 中国公路学报, 2016, 29(12): 134-141.

      89. 禹海涛*,萧文浩,等. 沉管隧道接头减震耗能装置设计与试验验证. 中国公路学报, 2016, 29(12): 142-148.

      90. 禹海涛*,李翀,等. 用于长隧道多点振动台试验的节段式模型箱及其适用性研究. 中国公路学报, 2016, 29(12): 166-174.

      91. 袁勇,禹海涛*,等. 超长沉管隧道多点振动台试验模拟与分析. 中国公路学报, 2016, 29(12): 157-165.

      92. 燕晓,禹海涛*,等.沉管隧道基槽边坡振动台试验及动力特性. 中国公路学报, 2016, 29(12): 149-156.

      93. 禹海涛,袁勇,等.沉管隧道接头力学模型及刚度解析表达式[J].工程力学, 2014, 31(6): 145-150.

      94. 李明广,禹海涛*,等. 离散-连续多尺度桥域耦合动力分析方法[J].工程力学, 2015, 32(6): 92-98.

      95. 禹海涛,袁勇,等.非一致激励下长距离输水隧道地震响应分析[J].水利学报, 2013, 44(6): 718-725.

      96. 禹海涛,袁勇.地下结构多尺度动力分析方法[J].力学学报, 2012, 44(6): 1028-1036.

      97. 禹海涛,袁勇,等.超长沉管隧道抗震设计及其关键问题分析[J].上海交通大学学报(自然科学版),2012, 46(1): 94-98.

      98. 禹海涛,袁勇,等.施工振动下基于黏弹性边界的地下结构动力特性模拟[J].上海交通大学学报(自然科学版), 2012, 46(1): 64-68.

      99. 禹海涛*,王祺,刘涛. 均质地层长隧道纵向地震响应解析解[J]. 隧道与地下工程灾害防治, 2020, 2(1): 34-41.

      100. 禹海涛*,杨喻声,等. 地下结构抗震分析的振动法与波动法对比研究[J]. 地震工程学报, 2019, 41(4): 845-852.

      101. 杨喻声,禹海涛*,等. 地下结构抗震分析中若干土层模拟方法对比研究[J]. 防灾减灾工程学报, 2019, 39(2): 244-249, 257.

      102. 禹海涛*,张正伟,等. 变刚度隧道纵向简化地震响应分析方法[J]. 地震工程与工程振动, 2018, 38(4): 70-76.

      103. 禹海涛*,李龙津,等. 隧道内部套筒连接式预制柱基节点力学性能试验研究[J]. 现代隧道技术, 2018, 55(5): 210-215.

      104. 禹海涛*,陈董祎,等. 考虑变形缝影响的盾构隧道纵向抗震性能分析[J]. 自然灾害学报, 2018, 27(6): 10-18.

      105. 禹海涛*,张敬华,等. 基于3D打印技术的盾构隧道模型设计与制作[J]. 铁道科学与工程学报, 2017, 14(8): 1707-1714.



      授权专利

      1. 禹海涛;张敬华;包蓁;袁勇. 一种用于盾构隧道模型试验的管环模型设计方法, 国家发明专利, 授权公告日: 2018年8月24日. （专利号：ZL201610380054.4）

      2. 禹海涛;路书军;韩先才;涂新斌;张敬华. 一种盾构隧道衬砌环模型制作装置及衬砌环模型, 实用新型, 授权公告日: 2019年12月27日. （专利号: ZL201821596896.4）

      3. 禹海涛;李龙津. 一种双层隧道用套筒式快速接头, 实用新型, 授权公告日: 2019年1月4日. （专利号: ZL201820621903.5）

      4. 禹海涛;李龙津. 一种预制柱与弧形基座的波纹管连接接头, 实用新型, 授权公告日: 2019年1月4日. （专利号: ZL201820619950.6）

      5. 禹海涛;王远鹏;马祥中;段科萍;张敬华. 用于纵向钢丝施加预紧力的固定端头及环片模型, 实用新型, 授权公告日: 2019年3月1日. （专利号: ZL201821185633.4）

      6. 禹海涛;萧文浩;袁勇. 一种用于沉管隧道接头的减震耗能装置, 实用新型, 授权公告日：2015年8月19日.（专利号：ZL201520116635.8）

      7. 袁勇;禹海涛;陈越;钟辉虹;苏宗贤;刘洪洲;李贞新;陈之毅. 一种沉管隧道接头抗弯刚度的测量方法,国家发明专利, 授权公告日: 2016年1月20日.（专利号：ZL201210421333.2）

      8. 袁勇;萧文浩;禹海涛;申中原. 一种大型门式通用反力架系统,实用新型, 授权公告日: 2014年8月13日.（专利号：ZL201420008829.1）

      9. 禹海涛,袁勇. 连续-离散多尺度动力分析软件（CDMDAS Version 1.0）, 软件著作权, 授权时间: 2014年12月6日.（登记号：2014SR189735）

      10. 禹海涛,蔡雪松,张正伟,袁勇. 地下结构地震响应快速分析方法（S2O）, 软件著作权, 授权时间: 2017年6月12日.（登记号：2017SR466807）

      11. 禹海涛,杨喻声. 基于Hardin-Drnevich动力本构关系的隐式计算软件[简称：Hardin-Drnevich model] V1.0, 软件著作权, 开发完成日期：2018年8月25日. （登记号：2019SR0036592）

      12. 禹海涛,王祺. 地下结构与地质环境波动法分析边界生成软件[简称：AWI] V1.0, 软件著作权, 开发完成日期：2019年7月1日.（登记号：2019SR0908822）

      13. 禹海涛,陈希卓.准脆性材料动态破坏的广义微极近场动力学模拟软件[简称：DFGMPSS] V1.0, 软件著作权, 开发完成日期：2021年5月25日.（登记号：2021SR1063048）

      14. 禹海涛,陈希卓. 粘弹脆性连续-非连续动力模拟分析软件[简称：VBCDDAS] V1.0, 软件著作权, 开发完成日期：2021年6月4日.（登记号：2021SR1093522）

      其他成果

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