在国内外学术期刊和会议上发表论文近200余篇，其中SCI/EI收录120余篇，代表性论文如下：

1. Dawei Xue, Xilin Lü, Maosong Huang, and Keng-Wit Lim. Nonlocal gradient viscoplastic analyses of interacting rate and scale effects in borehole failure. Computers and Geotechnics, 2025. 186, 107425

2. Xilin Lü, Yishun Zhong, Dawei Xue*, Zheng Su, Huanhuan Du. Numerical modelling of the bearing behavior and ultimate swelling force of pile foundations in expansive soil. Geomechanics and Engineering. 2025, 41(3): 365-380

3. Qixuan Zhu, Huilai Qin, Lei Zhai, Rong Wang, Pengfei Guo, Xilin Lü*. Deformation Characteristics of a Deep Excavation Supported by the Dual-Purpose Diaphragm Wall in Yangtze River Floodplain Areas: A Case Study. International Journal of Geomechanics-ASCE, 2025, 25(7): DOI: 10.1061/IJGNAI/GMENG-10638

4. Zhiwei Xie, Xilin Lü*, Yan Zhang, Xianlin Liu, Yu Shao, Yiyue Ma, Zhongjie Zhang. Experimental Study on the Mechanical Properties of Geogrid-Reinforced Fragile Materials and Particle Breakage. Geosynthics International. 2025. https://doi.org/ 10.1680/jgein.24.00121

5. Xilin Lü*, Sheng Zeng*, Xianlin Liu, Mengsen Weng, Yu Shao, Yishan Li. Centrifuge model test and theoretical study on static liquefaction induced instability in tailings dams. Bulletin of Engineering Geology and the Environment. 2024. DOI: 10.1007/s10064-024-03735-5

6. Zhiwei Xie, Xilin Lü*, Yan Zhang, Yiyue Ma, Kefeng Xu. Study on mechanical property and breakage behavior of tunnel slag containing weak rocks as road construction material. Construction and Building Materials. 2024. 411(12):134164

7. Xilin Lü*, Yucheng Zhao, Dawei Xue*, Keng-Wit Lim, Huilai Qin. Numerical modelling of shield tunnel face instability through a critical state sand plasticity model with nonlocal regularization. Computers and Geotechnics. 2023. https:// doi.org/10. 1016/j.compgeo.2023.105847

8. Dawei Xue, Xilin Lü*, Keng-Wit Lim, Giuseppe Buscarnera*. Nonlocal implicit gradient enhancements for strain localization informed by controllability criteria for plastic solids. Computer Methods in Applied Mechanics and Engineering. 2023, 415:116275

9. Dawei Xue, Ghassan Shahin, Xilin Lü*, Giuseppe Buscarnera*. Simulation and interpretation of compaction patterns around boreholes excavated in high-porosity rocks. Acta Geotechnica. 2023, https://doi.org/10.1007/s11440-023-01978-2

10. Xilin Lü*, Dawei Xue, Qifeng Zhong, Bin Zhang. Experimental studies and constitutive modeling of static liquefaction instability in sand-clay mixtures. International Journal of Geomechanics-ASCE, 2022. https://doi: 10.1061/ (ASCE)GM.1943-5622.0002472

11. Dawei Xue, Xilin Lü*, Maosong Huang, and Keng-Wit Lim. Nonlocal regularized numerical analyses for passive failure of tunnel head in strain-softening soils. Computers and Geotechnics. 2022. https://doi.org/10.1016/j.compgeo.2022.104834

12. Jie Jiang, Jian Su, Xiaoduo Ou, Mengsen Weng, Xilin Lü*. Study on the physical and mechanical properties of bauxite residue by laboratory and field in-situ tests. Environmental Earth Sciences, 2021, doi:10.1007/s12665-021-09679-3

13. Xilin Lü*, Dawei Xue, Keng-Wit Lim. Implicit gradient softening plasticity for the modeling of strain localization in soils. Computer Methods in Applied Mechanics and Engineering, 2020, 364:112934.

14. Xilin Lü*, Zheng Su, Maosong Huang, Yuncai Zhou. Strength reduction finite element analysis of the stability of large cross-river shield tunnel face with seepage. European Journal of Environmental and Civil Engineering. 2020, 24(3):336-353

15. Xilin Lü, Yiyue Ma, Jiangu Qian*, Maosong Huang. Discrete element simulation of scaling effect of strain localization in dense granular materials. International Journal of Geomechanics-ASCE. 2019, 19(6): 04019059

16. Xilin Lü*, Sheng Zeng, Liuchi Li, Jiangu Qian, Maosong Huang. Two-dimensional discrete element simulation of the mechanical behavior and strain localization of anisotropic dense sands. Granular Matter, 2019, 21(2): article id 37 doi: 10.1007/s10035-019-0891-9

17. Sheng Zeng, Xilin Lü*, Maosong Huang. Discrete element modeling of static liquefaction failure of shield tunnel face in saturated sand. Acta Geotechnica, 2019, 14:1643-1652

18. Xilin Lü*, Dawei Xue, Qiushi Chen, Xinle Zhai, Maosong Huang. Centrifuge model test and limit equilibrium analysis of the stability of municipal solid waste slope. Bulletin of Engineering Geology and the Environment, 2019, 78(4): 3011-3021 

19. Xilin Lü*, Jiangu Qian, Maosong Huang. Instability of sands under axisymmetric proportional strain and stress loadings. European Journal of Environmental and Civil Engineering, 2019, 23(11):1294-1310

20. Xilin Lü*, Dawei Xue, Maosong Huang, Keng-Wit Lim. A shear hardening plasticity model with nonlinear shear strength criterion for municipal solid waste. Computers and Geotechnics, 2018, 104: 207-215

21. Xilin Lü*, Yuncai Zhou, Maosong Huang, Sheng Zeng. Experimental study of the face stability of shield tunnel in sands under seepage condition. Tunnelling and Underground Space Technology. 2018, 74: 195–205 

22. Xilin Lü*, Maosong Huang, José E. Andrade. Modeling of static liquefaction in unsaturated sands containing gas bubbles. Soils and Foundations, 2018, 58(1): 131-142 

23. Xilin Lü, Maosong Huang*, Jiangu Qian. Influences of loading direction and intermediate principal stress ratio on the initiation of strain localization in cross-anisotropic sand. Acta Geotechnica, 2018, 13(3):619-633 

24. Xilin Lü, Quan Ma, Linlong Mu*, Hang Fang. Model test of the long-term behavior of a pile-net structure subgrade for high-speed railways. Journal of Testing and Evaluation-ASTM, 2018. 46(6):2311-2318 

25. Xilin Lü*, Xinle Zhai, Maosong Huang. Characterization of the constitutive behavior of municipal solid waste considering particle compressibility. Waste Management, 2017, 69(17):3-12

26. Xilin Lü*, Maosong Huang, José E. Andrade. Predicting the initiation of static liquefaction of cross-anisotropic sands under multiaxial stress conditions. International Journal for Numerical and Analytical Methods in Geomechanics, 2017, 41(17):1724- 1740

27. Xilin Lü*, Sheng Zeng, Jiangu Qian, Maosong Huang. DEM analysis of the shear strength of cross-anisotropic sand with non-spherical particles. Géotechnique Letters, 2017, 7(3):1-7

28. Xilin Lü*, Yuncai Zhou, Maosong Huang, Fengdi Li. Computation of the minimum limit support pressure for the shield tunnel face stability under seepage condition. International Journal of Civil Engineering. 2017, 15(6):849-863

29. Maosong Huang, Xie Qu, Xilin Lü*. Numerical modeling of the progressive failure of soil with nonlocal regularized strain softening plasticity. Computational Mechanics, 2018, 62(3):347-358

30. Xilin Lü*, Maosong Huang, José E Andrade. Strength criterion for cross-anisotropic sand under general stress conditions. Acta Geotechnica, 2016, 11(6):1339-1350

31. Xilin Lu*, Maosong Huang. Static liquefaction of sands under isotropical and K0 consolidated undrained triaxial conditions. Journal of Geotechnical and Geoenvironmental Engineering-ASCE. 2015, 141(1) 04014087

32. Xilin Lu*, Maosong Huang, Jiangu Qian. Prediction of plane strain undrained diffuse and localized instability with non-coaxial plasticity. Soils and Foundations. 2014, 54(6):1070-1080 

33. Xilin Lu*, Jean-Pierre Bardet, Maosong Huang. Spectral analysis of nonlocal regularization in two-dimensional finite element models, International Journal for Numerical and Analytical Methods in Geomechanics, 2012,36(2):219-235

34. Xilin Lu, Maosong Huang*, Jiangu Qian. The onset of strain localization in cross-anisotropic soils under true triaxial condition. Soils and Foundations, 2011, 51(4):693-700

35. Xilin Lu*, Jean-Pierre Bardet, Maosong Huang. Nonlocal plasticity solutions of strain localization in bars of varying section. Journal of Engineering Mechanics-ASCE. 2010, 136(8):1036-1042

36. Xilin Lu, Jean-Pierre Bardet*, Maosong Huang. Numerical solutions of strain localization with nonlocal softening plasticity, Computer Methods in Applied Mechanics and Engineering, 2009, 198(47-48):3702-3711

37. 吕玺琳, 赵庾成, 薛大为. 砂层软化条件下盾构隧道开挖面渐进破坏特性分析. 应用基础与工程科学学报，2025（在线出版）

38. 宋博文，秦会来，王蓉，王龙，吕玺琳. 基于邻近地铁隧道水平位移限值的基坑变形控制指标. 同济大学学报（自然科学版），2025，53（4）：548-556

39. 朱麒璇，周维祥，徐柯锋，徐震，朱长根，吕玺琳. 软土深层调蓄排水管道长期运营沉降累积规律研究. 岩土工程学报，2024, 46(S2):1-5

40. 张家瑞，刘先林，吕龙，邵羽，吕玺琳. 地震作用下高桩码头岸坡整体稳定性拟静力分析. 岩土工程学报，2024, 46(S2):1-5

41. 谢志伟，马一跃，张艳，徐柯锋，杨峰，吕玺琳. 循环荷载下颗粒破碎对隧道宕渣动力特性影响试验研究. 中国公路学报，2024,  27(6): 144-156.

42. 秦会来，田潇屹，王蓉，王龙，吕玺琳. 长江漫滩区深基坑开挖诱发地层变形及围护结构响应特性分析. 结构工程师，2024，40(3):165-171

43. 吕玺琳，钟启锋，颜建春，唐正辉，徐柯锋，刘先林. 不同初始饱和度条件下高塑限滑带土环剪试验, 工程地质学报. 2024, 32(2): 370-377.

44. 吕玺琳，程博文，张甲峰，晏友波，徐柯锋. 含水率对土石混合料力学特性影响试验研究. 地基处理. 2023,5(2):97-104.

45. 邓捷程，吕龙，孙海忠，吕玺琳. 基于等效线性土体模型的地基与结构整体地震响应模拟. 结构工程师. 2023, 39(3):85-91.

46. 吕玺琳, 薛大为，马一跃，曾盛，黄茂松. 颗粒材料应变局部化渐进破坏宏细观数值模拟. 中国科学：技术科学，2022, 52(7):1022-1034.

47. 吕玺琳，庞博，朱长根，张甲峰，徐柯锋，马泉. 桩承式路堤桩土荷载分担特性物理模型试验研究. 岩土工程学报. 2022,44(S2):50-53.

48. 吕玺琳，赵庾成，曾盛. 砂层中盾构隧道开挖面稳定性物理模型试验. 隧道与地下工程灾害防治. 2022,4(3): 67-76.

49. 吕玺琳，范琪，刘泳钢，江杰. 含水率变化对膨胀土地基单桩承载特性影响数值模拟. 结构工程师，2022，38（3）：117-122.

50. 薛大为，吕玺琳*，任中俊，刘泳钢．多孔岩体蠕变诱发延迟压实局部化失稳特性．同济大学学报（自然科学版），2021，49(11):1539-1545.

51. 吕玺琳，翁锰森，张滨，蔡剑韬. 细粒含量对饱和砂土静态液化失稳特性影响的三轴试验研究, 同济大学学报（自然科学版），2021，49（8）：1128-1134

52. 黄茂松，童森杰，时振昊，吕玺琳. 复杂应力路径下饱和砂土静态液化失稳预测. 岩土工程学报，2021,43(1):19-26.

53. 吕玺琳，赵庾成，蔡剑韬. 盾构隧道施工扰动诱发富水砂层地陷变形数值模拟. 现代隧道技术，2020，57(5):104-109.

54. 吕玺琳，张滨，周堃野，钱建固. 浸水条件下膨胀性红层砂岩地基扩底桩抗拔承载特性. 水利水电技术，2020，51(8):176-180.

55. 吕玺琳，薛大为. 土体软化条件下条形基础地基承载力数值模拟. 岩土工程学报，2019, 41(s2):9-12.

56. 吕玺琳，曾盛，王远鹏，马少坤，黄茂松. 富水圆砾地层盾构隧道开挖面稳定性物理模型试验. 岩土工程学报, 2019, 41(s2): 129-132.

57. 吕玺琳，张滨，章澎. 砂与粘土混合物强度特性环剪试验研究. 工程地质学报，2019, 27(5):1109-1114.

58. 张甲峰，钱建固，吕玺琳，李帅，李军世，苏尔好.飞机移动荷载作用下跑道地基响应范围变化规律. 岩土工程学报, 2019, 41(s1):101-104.

59. 马一跃，吕玺琳，黄茂松. 桩承式路堤土拱效应及荷载传递机制离散元模拟. 铁道标准设计，2018，63(8)：1-5.

60. 吕玺琳，马泉. 高铁复合结构路基荷载传递规律及沉降数值模拟研究. 铁道工程学报. 2018, 35(7):1-6.

61. 吕玺琳，翟新乐. 考虑固废强度非线性的填埋场地基承载力分析. 地下空间与工程学报，2018,14(3): 672-677.

62. 吕玺琳，马泉，方航. 高铁桩网复合结构软土路基长期运营沉降模型试验研究. 岩土工程学报. 2017，39(s1): 140-144.

63. 吕玺琳，周运才，李冯缔. 粉砂地层盾构隧道开挖面稳定性离心试验及数值模拟. 岩土力学，2016, 37(11): 3324-3328,3335.

64. 吕玺琳，方航，张甲峰. 循环交通荷载下软土路基长期沉降理论解析，岩土力学，2016，37(s1): 435-440.

65. 吕玺琳，赖海波，王蓉. 模型固废三轴固结不排水剪试验及孔压分析，地下空间与工程学报，2016, 12(6):1593-1597.

66. 吕玺琳，黄茂松，钱建固. 不排水加载条件下K₀固结饱和砂土失稳预测，岩土工程学报，2015，37(6):1010-1015.

67. 吕玺琳，黄茂松，王蓉. 基于非线性强度准则的城市固废本构模型，同济大学学报（自然科学版）. 2015,43(9): 66-71.

68. 吕玺琳，钱建固，黄茂松. 考虑主应力方向影响的正交各向异性土体强度. 同济大学学报，2015，43(5): 657-661.

69. 吕玺琳，翟新乐，黄茂松，赖海波. 中高龄期模型固体废弃物三轴试验与强度特性分析, 岩土力学，2015，36(s1):346-350.

70. 吕玺琳，赖海波，黄茂松. 饱和土体静态液化失稳理论预测. 岩土力学, 2014,35(5):1330-1333,1339 .

71. 吕玺琳，李冯缔，黄茂松，胡雯婷. 渗流条件下三维盾构隧道开挖面极限支护压力. 岩土工程学报, 2013，35(s1):108-112.

72. 吕玺琳，李冯缔，黄茂松，万家亮. 三维盾构隧道开挖面极限支护压力数值及理论解，同济大学学报，2012，40(10): 1469-1473. 

73. 吕玺琳，王浩然，黄茂松. 盾构隧道开挖面稳定极限理论研究. 岩土工程学报，2011，33(1):57-62.

74. 吕玺琳，黄茂松，钱建固. 真三维状态下土体强度及变形分叉影响. 岩土力学. 2011，32(1):21-26.

75. 吕玺琳，黄茂松，钱建固. 层状各向异性无黏性土三维强度准则. 岩土工程学报. 2011, 33(6):945-949.

76. 吕玺琳，王浩然. 软土盾构隧道开挖面支护压力极限上限解. 土木建筑与环境工程. 2011, 33(2):65-69.

77. 吕玺琳，黄茂松. 基于非局部塑性模型的应变局部化理论分析及数值模拟. 计算力学学报. 2011,28(5):743-748.

78. 吕玺琳，黄茂松，钱建固. 基于非共轴本构模型的砂土真三轴试验分叉分析. 岩土工程学报，2008,30(5):646-651.

79. 吕玺琳，钱建固，黄茂松. 基于分叉理论的轴对称条件下岩石变形带分析. 水利学报，2008,39(3):307-312.

80. 吕玺琳，吕龙，吕恩琳. 桩的模糊随机可靠性分析.岩土力学2008, 29(7):1993-1996

81. 吕玺琳，黄茂松，钱建固. 真三轴状态下砂土强度参数. 岩土力学, 2009, 30 (4):981-984