代表性论文：
[1] Wei, H., L. Xin, W. Li*, X. Li, M. Yang, Y. Chen. Oblique tensile tests on model anchor piles in calcareous sand deposits. Ocean Engineering, 2024. 291: 116285.
[2] Chen, Z., Z. Zhang, W. Li*, T. Wang, J. Zhang, Numerical study on the base shear force-displacement relationship for laterally loaded monopiles in dense sand. Ocean Engineering, 2023. 286: 115527.
[3] 顾广宇, 李卫超, 王祺, 曾英俊. 振动锤对钢管桩抗压承载力增长影响的原位试验研究. 桥梁建设, 2023. 53(05): 97-103.
[4] 蒋益平,张尔海,沙丽新,李卫超*,章苏亚,李崧,庞玉麟,金易.基于载荷试验的振沉钢管桩承载力研究[J].结构工程师,2022,38(05):99-106.
[5] Luo, R., M. Yang, W. Li*, Assessments of kinematic bending moment at pile head in seismic area. Journal of Earthquake Engineering, 2021. 25(5): 970-991.
[6] Chen, T., Q. Fang, C. Zhang, W. Li*, Z. Xiao, Numerical study on the compression-bending response of grouted connections in offshore structures. Journal of Constructional Steel Research, 2021. 185: 106839.
[7] 李卫超*,庞玉麟,金易,杨敏.基于CPT的振动沉桩贯入分析理论模型[J].湖南大学学报(自然科学版),2021,48(11):185-194.
[8] Li, W.*, B.C. O'Kelly, M. Yang, K. Fang, Compressibility behaviour and properties of peaty soils from Dian-Chi Lake area, China. Engineering Geology, 2020. 277: 105778.
[9] Yang, M., B. Ge, W. Li*, Force on the laterally loaded monopile in sandy soil. European Journal of Environmental and Civil Engineering, 2020. 24(10): 1623-1642.
[10]严凯,庞玉麟,李卫超*,杨敏,金易.基于CPT的锤击桩贯入分析理论模型[J].建筑科学,2020,36(S1):68-76.
[11]Luo, R., M. Yang, W. Li*, Normalized settlement of piled raft in homogeneous clay. Computers and Geotechnics, 2018. 103: 165-178.
[12]陈杨,杨敏,魏厚振,李卫超*,孟庆山.钙质砂中单桩轴向抗拔模型试验研究[J].岩土力学,2018,39(08):2851-2857.
[13]Li, W., B. Zhu, M. Yang, Static response of monopile to lateral load in overconsolidated dense sand. Journal of Geotechnical and Geoenvironmental Engineering, 2017. 143(7): 04017026.
[14]Yang, M., S. Shangguan, W. Li*, B. Zhu, Numerical study of consolidation effect on the response of passive piles adjacent to surcharge load. International Journal of Geomechanics, 2017. 17(11): 04017093.
[15]Li, W., D. Igoe, K. Gavin, Field tests to investigate the cyclic response of monopiles in sand. Proceedings of the ICE-Geotechnical Engineering, 2015. 168(GE5): 407-421.
[16]Li, W., D. Igoe, K. Gavin, Evaluation of CPT-based P-y models for laterally loaded piles in siliceous sand. Géotechnique Letters, 2014. 4(2): 110-117.
[17]李卫超*,熊巨华,杨敏.分层土中水泥土围护结构抗倾覆验算方法的改进[J].岩土力学,2011,32(08):2435-2440.
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