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Jingpei Li*, Weibing Gong, Lin Li and Fang Liu. Drained Elastoplastic Solution for Cylindrical Cavity Expansion in K0-Consolidated Anisotropic Soil[J]. Journal of Engineering Mechanics, ASCE, 04017133:1-10, 2017, 143(11) (SCI)
Lin Li, Jingpei Li*, De’an Sun, Weibing Gong. An analytical approach for time-dependent load-settlement response of a jacked pile in clay strata. Canadian Geotechnical Journal, 2017, 54(12): 1682-1692 (SCI)
Lin Li, Jingpei Li*, De’an Sun, Weibing Gong. Time-dependent bearing capacity of a jacked pile: an analytical approach based on effective stress method. Ocean Engineering, 2017, 143: 177-185. (SCI)
Weibing Gong, Jingpei Li*, Lin Li, Sheng Zhang. Evolution of mechanical properties of soils subsequent to a pile jacked in natural saturated clays. [J]. Ocean engineering. 2017, 136: 209-217. (SCI)
Lin Li, Jingpei Li*, De’an Sun, Weibing Gong. A unified solution to drained expansion of a spherical cavity in clay and sand. [J]. International Journal of Geomechanics, 2017，10.1061 /(ASCE) GM.1943-5622. 00009095. (SCI)
Gong W B, Li J P*, Li L. Limit analysis on seismic stability of anisotropic and nonhomogeneous slopes with anti-slide piles. Science China Technological Sciences, 2017, 60, doi: 10.1007/s11431-017-9147-8
Yaguo Zhang, Jingpei Li*, Fayun Liang, Rui Fang, He Li. A modified approach to evaluation of undrained shear strength from piezocone tests in soft clays [J]. Marine Georesources and Geotechnology, 2017, 35(1): 80-88. (SCI)
LI JP*, YAO MB, SHAO W. Diffusion-reaction model of stochastically mixed sulfate in cast-in-situ piles[J]. Construction and Building Materials, 2016, 115: 662-668. (SCI)
Zhang Yaguo, Li Jingpei*, Liang Fayun, Tang Jianhua. Interpretation of cone resistance and pore-water pressure in clay with a modified spherical cavity expansion solution[J]. Bulletin of Engineering Geology and the Environment, 2016, 75:391–399. (SCI)
Jingpei Li, Lin Li, De’an Sun, et al. Analysis of undrained cylindrical cavity expansion considering three-dimensional strength of soils[J]. International Journal of Geomechanics, 2016, 10.1061/(ASCE) GM.1943-5622.0000650, 04016017. (SCI)
Lin Li, Jingpei Li*, De’an Sun. Anisotropically elasto-plastic solution to undrained cylindrical cavity expansion in K0-consolidated clay[J]. Computers and Geotechnics, 2016, 73: 83-90. (SCI)
Wei Shao, Jingpei Li*, Yi Liu. Influence of exposure temperature on chloride diffusion into RC pipe piles exposed to atmospheric corrosion[J]. Journal of Materials in Civil Engineering, 2016, 28(5):04016002. (SCI)
Lin Li, Jingpei Li*, De’an Sun, Weibing Gong. Analysis of time-dependent bearing capacity of a driven pile in clayey soils by total stress method[J]. International Journal of Geomechanics, 2016, 10.1061/(ASCE) GM.1943-5622.0000860. (SCI)
Zhuwen Yue, Jingpei Li*, Wei Shao, Lin Li. Effect of crack opening and recovery on chloride penetration into reinforced concrete hollow piles[J]. Materials and Structures. 2015, 49(8): 3217-3226. (SCI)
Li, JP; Zhang, J; Liu, SN; Juang, CH. Reliability-based code revision for design of pile foundations: Practice in Shanghai, China[J]. Soils and Foundations, 2015, 55(3): 637-649. (SCI)
Wei Shao, Jingpei Li*. Service life prediction of cracked RC pipe piles exposed to marine environments[J]. Construction and Building Materials, 2014, 64: 301-307. (SCI)
Jing Pei Li, Mei Wang. Simplified Method for Calculating active earth pressure on rigid retaining walls considering the arching effect under translational mode[J]. International Journal of Geomechanics, ASCE, 2014, 14(2): 282-290. (SCI)
Jingpei Li, Wei Shao. The effect of chloride binding on the predicted service life of RC pipe piles exposed to marine environments[J]. Ocean Engineering, 2014, 88: 55-62. (SCI)
Jingpei Li, Yaguo Zhang, Haibing Chen, and Fayun Liang. Analytical solutions of spherical cavity expansion near a slope due to pile installation[J]. Journal of Applied Mathematics, Volume 2013, Article ID 306849, 10. (SCI)
J. Zhang, J.P. Li, L.M. Zhang, H.W. Huang. Calibrating cross-site variability for reliability-based design of pile foundations[J]. Computers and Geotechnics, 2013, 62 (2014): 154-163 (SCI)
Li Jingpei, Tan Yongwei , Liang Fayun . A modified analysis nethod for the nonlinear load transfer behaviour of sxially loaded piles[J]. KSCE Journal of Civil Engineering，2012，16(3):325-333. (SCI)
李镜培, 李林, 孙德安, 龚卫兵. 基于CPTU测试的K0固结黏土中静压桩时变承载力研究[J]. 岩土工程学报, 2017(2):193-200. (EI)
李林，李镜培，孙德安，李险峰. 剪胀性砂土中球孔扩张弹塑性解[J]. 岩土工程学报，2017 , 39 (8) :1453-1460. (EI)
李林，李镜培，孙德安，张凌翔. 考虑时效性的静压桩荷载-沉降关系预测方法[J]. 岩土工程学报，2017.
李林, 李镜培, 孙德安, 方睿. 天然饱和黏土地基静压桩承载力时效性研究[J]. 岩土力学, 2017, 38 (9): 2515-2522. (EI)
李镜培, 李林, 孙德安, 方睿. 基于总应力法的静压桩极限承载力时效性研究[J]. 岩土工程学报, 2016, 38(12):2154-2163. (EI)
李镜培, 方睿, 李林. 考虑土体三维强度特性的静压桩周超孔压解析及演变[J]. 岩石力学与工程学报, 2016, 35(4): 847-855. (EI)
李镜培, 唐剑华, 李林, 钟光玉.饱和黏土中柱孔三维弹塑性扩张机制研究[J]. 岩石力学与工程学报, 2016, 35(2): 378-386. (EI)
李林, 李镜培, 孙德安, 岳著文. 考虑天然黏土应力各向异性的静压沉桩效应研究[J].岩石力学与工程学报, 2016, 35(5): 1055-1064. (EI)
李镜培, 张凌翔, 李林, 刘振兴. 天然饱和黏土中新、旧桩荷载–沉降关系研究[J]. 岩石力学与工程学报, 2016. 2016,35(9):1906-1913. (EI)
李林，李镜培，岳著文，唐剑华.饱和粘土中钻孔灌注桩孔壁稳定性力学机理研究[J]. 岩土力学，2016, 37(9): 2496-2504. (EI)
李镜培, 方睿, 李林, 唐剑华. 基于变固结系数的静压桩周土体力学特性研究[J]. 岩土力学, 2016, 37(3): 679-710. (EI)
李镜培, 李林, 孙德安, 唐剑华. 饱和软土地层静压沉桩阻力理论研究[J].岩土工程学报, 2015, 37(8):1454-1461. (EI)
张亚国, 李镜培. 软黏土中静压沉桩引起的侧向挤土位移分析[J]. 同济大学学报, 2015, 43(12):1801-1806. (EI)
李镜培, 岳著文, 邵伟, 杨博, 吕韬. 海工环境PHC管桩设计寿命计算[J]. 硅酸盐学报, 2014, 42(4): 476-485. (EI)
邵伟, 李镜培. 海洋环境下带裂缝PHC管桩中钢筋锈蚀初始时间预测[J]. 土木工程学报, 2014, 47(3): 123-129. (EI)
李镜培，唐剑华，张亚国，钟光玉. 饱和粘土中球孔扩张问题弹塑性解析[J]. 哈尔滨工业大学学报，2014，46(12): 71-77. (EI)
李镜培, 刘毅, 周韵鸿. 海工环境中PHC管桩水平承载寿命预测[J]. 土木工程学报，2013, 46(12): 109-117. (EI)
王梅, 李镜培. 考虑土拱效应的刚性挡墙主动土压力计算方法[J]. 岩土工程学报，2013, 35(5): 865-870. (EI)
邵伟, 李镜培, 岳著文. 氯离子侵蚀混凝土管桩寿命预测理论模型[J]. 硅酸盐学报, 2013, 41(5): 575-581. (EI)
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