李林 副教授 公路学院




个人资料
个人概况
研究领域
开授课程
科研项目
论文
科技成果
荣誉奖励
工作经历










学位： 博士
毕业院校： 同济大学
邮件： lilin_sanmao@163.com
电话：
出生年月： 1986-06-04
办公地点： 土工楼







个人资料
学院： 公路学院
性别： 男
出生年月： 1986-06-04
职称： 副教授
学位： 博士
学历： 博士后
毕业院校： 同济大学
联系电话：
电子邮箱： lilin_sanmao@163.com
通讯地址： 西安市南二环中段长安大学公路学院
邮编： 硕士生导师
传真：
办公地址： 土工楼
教育经历：



个人简介
李林，男，副教授，硕士生导师，同济大学工学博士，岩土工程专业，主要从事土力学与基础工程方面的研究和教学工作。以第一或通讯作者在《Journal of Geotechnical and Geoenvironmental Engineering》、《Canadian Geotechnical Journal》、《Computers and Geotechnics》、《Acta Geotechnica》、《International Journal of Geomechanics》、《Construction and Building Materials》、《Journal of Engineering Mechanics》、《Ocean engineering》、《岩土工程学报》等权威期刊发表80余篇，申获国家发明专利1项，国家计算机软件著作权3项。



社会职务
期刊审稿
?Applied Mathematical Modelling
?Mathematical Problems in Engineering
?International Journal of Geomechanics
?Journal of Environmental and Geotechnical Engineering
?Engineering Mechanics
?Marine Georesources and Geotechnology
?European Journal of Environmental and Civil Engineering
?Computers and Geomechanics
?Ocean Engineering
?Soils and foundations
?Construction and Building Materials
?Bulletin of Engineering Geology and the Environment
?岩土力学
?哈尔滨工业大学学报





研究领域


桩基静、动力承载特性
岩土工程数值计算方法
边坡、路基长期稳定性与灾变机理
土体基本性质及其本构理论
圆孔扩张理论及其工程应用
岩土原位测试理论与技术
海洋腐蚀环境中地下混凝土结构耐久性寿命预测







开授课程



科研项目



论文
英文SCI论文
1. Lin Li, Shengli Chen, Zhongjie Zhang. A practical analytical approach for estimating long-term and setup shaft resistance of pre-bored piles[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2020, 146(10): **. (SCI, IF: 3.305, JCR Q1, TOP)
2. 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, IF: 3.345, JCR Q1)
3. 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, 17(7): **. (SCI, IF: 2.450, JCR Q2)
4. Lin Li, Jingpei Li, De’an Sun, Weibing Gong. Unified solution to drained expansion of a spherical cavity in clay and sand[J]. International Journal of Geomechanics, 2017, 17(8): **. (SCI, IF: 2.450, JCR Q2)
5. 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[J]. Ocean Engineering, 2017, 143(1): 177-185. (SCI, IF: 2.73, JCR Q1, TOP)
6. Lin Li, Jingpei Li, De’an Sun, Weibing Gong. An semi-analytical approach for time-dependent load-settlement response of a jacked pile in clay strata[J]. Canadian Geotechnical Journal, 2017, 54(12):1682-1692 (SCI, IF: 2.437, JCR Q2)
7. Lin Li, Shengli Chen, Zhongjie Zhang. A numerical study on installation effects and long-term shaft resistance of pre-bored piles in clay[J]. Journal of the Transportation Research Board. 2019, 2673(3): 494-505. (SCI)
8. Lin Li, Jingpei Li, Changyi Yang. Theoretical approach for prediction of service life of RC pipe piles with original incomplete cracks in chlorinated soils[J]. Construction and Building Materials, 2019, 228: 116717 (SCI, IF: 4.046, JCR Q1)
9. Lin Li, Weibing Gong. Prediction of nonlinear vertical displacement of a pile group consisting of new and existing displacement piles in clay strata[J]. Soils and Foundations, 2019, 59: 1336-1348 (SCI, IF: 1.673, JCR Q3)
10. Lin Li,Jingpei Li, De’an Sun, Weibing Gong. A feasible approach for predicting time-dependent bearing performance of displacement piles from CPTu measurements[J]. Acta Geotechnica 2020, 15: 1935-1952. (SCI, IF: 3.247, JCR Q1)
11. Lin Li, Weibing Gong, Jingpei Li. Prediction on service life of concrete pipeline buried in chlorinated environment under nonuniformly distributed earth pressure[J]. Construction and Building Materials, 2020, 243: 118162 (SCI, IF: 4.046, JCR Q1)
12. Lin Li, Jingpei Li, You Wang, Weibing Gong. Nonlinear load-settlement analysis for displacement pile groups in clay considering pile installation effects[J]. Soils and Foundations, 2020, doi.org/10.1016/j.sandf.2020.04.008 (SCI, IF: 1.673, JCR Q3)
13. Lin Li, Jingpei Li, Weibing Gong. Effects of clay creep on long-term load carrying behaviours of bored piles: aiming at reusing existing bored piles[J]. International Journal of Geomechnics, 2020, 20(8): **. (SCI, IF: 2.450, JCR Q2)
14. Lin Li,Weibing Gong, Jingpei Li. Service life of prestressed high-strength concrete pile in marine environment considering effects of concrete layering and temperature[J]. Construction and Building Materials, 2020, 253: 119233. (SCI, IF: 4.046, JCR Q1, TOP)
15. Haohua Chen, Lin. Li*, Jingpei Li. Stress transform method to undrained and drained expansion of a cylindrical cavity in K0-consolidated anisotropic soils[J]. Computers and Geotechnics, 2019, 106: 128-142. (SCI, IF: 3.345, JCR Q1)
16. 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, 16(5): **. (SCI, IF: 2.450, JCR Q2)
17. Haohua Chen, Lin. Li*, Jingpei Li, De’an Sun. An elastoplastic solution to drained expansion of a cylindrical cavity in anisotropic critical state soils[J]. Journal of Engineering Mechanics, 2020, 146(5): **. (SCI, IF: 3.305, JCR Q2)
18. You Wang, Lin Li*, Weibing Gong. An analytical solution for settlement of jacked piles considering pile installation effects[J]. European Journal of Environmental and Civil Engineering. 2019 DOI: 10.1080/**.2019.** (SCI, IF: 1.873, JCR Q2)
19. Junran Zhang, Lin Li*, De’an Sun. Similarity solution for undrained cylindrical cavity contraction in K0-consolidated anisotropic soil[J]. Computers and Geotechnics, 2020, 120: 103405. (SCI, IF: 3.345, JCR Q1)
20. You Wang, Lin Li*, Jingpei Li, De’an Sun. Jet-grouting in ground improvement and rotary grouting pile installation: theoretical analysis[J]. Geomechanics and Engineering. 2020, 21(3): 279-288 (SCI, IF:2.594, JCR Q2)
21. Haohua Chen, Lin Li*, De’an Sun. Elastoplastic solutions for undrained and drained expansions of a cylindrical cavity in unsaturated soils [J]. Computers and Geotechnics[J]. 2020, 123: 103569 (SCI, IF: 3.345, JCR Q1)
22. Li Zheng, Lin Li*, Jingpei Li. Three-dimensional limit analysis and genetic algorithm for stability of layered slope[J]. Natural Hazards, 2020, 103: 3181-3212 (SCI, IF: 2.427, JCR Q2)
23. Haohua Chen, Lin. Li*, Jingpei Li, De’an Sun. An elastoplastic solution for spherical cavity undrained expansion in overconsolidated soils [J]. Computers and Geotechnics, 2020, 126: 103759. (SCI, IF: 3.818, JCR Q1)
24. Changyi Yang, Lin Li*, Jingpei Li. Service life of reinforced concrete seawalls suffering from chloride attack: Theoretical modelling and analysis[J]. Construction and Building Materials, 2020, 263: 120172. (SCI, IF: 4.419, JCR Q1, TOP)
25. Weibing Gong, Lin Li*, Sheng Zhang, Jingpei Li. Long-term setup of a displacement pile in clay: an analytical framework[J]. Ocean Engineering, 2020, 218(15): 108143. (SCI, IF: 2.73, JCR Q1, TOP)
26. Li Zheng, Lin Li*, Jingpei Li, De’an Sun. Passive earth pressure for retaining structure considering unsaturation and change of effective unit weight of backfill[J]. Geomechanics and Engineering, 2020, 23(3): 207-215. (SCI, IF:2.594, JCR Q2)
27. Lin, Li., Chen, H.H., Li, J.P. Sun, D.A. 2021. An elastoplastic solution to undrained expansion of a cylindrical cavity in SANICLAY under plane stress condition. Computers and Geotechnics, 132, 103990, doi.org/10.1016/j.compgeo.2020.103990(SCI, IF: 3.345, JCR Q1)

中文EI论文
1. 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，2017，39(12): 2327-2334. (EI)
2. 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)
3. 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)
4. 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): 1001-1008 (EI)
5. 李林, 李镜培, 赵高文, 崔纪飞. 基于有效应力法的静压桩时变承载力研究[J]. 岩土力学，2018,39(12):4547-4553+4560 (EI)
6. 李林，丁士君，李镜培，李鹤. 不同环境条件下混凝土构件氯离子侵蚀试验[J]. 哈尔滨工业大学学报，2016, 48(12): 28-33. (EI)
7. 李林，李镜培，龚卫兵，张凌翔. K0固结天然饱和黏土中柱孔扩张弹塑性解[J]. 哈尔滨工业大学学报，2017, 49(6): 90-95. (EI)
8. 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)
9. 李林，李镜培，孙德安. 考虑沉桩效应的群桩非线性荷载-沉降解析[J]. 岩土力学, 2019, 40(2): 668-677 (EI)
10. 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)
11. 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)
12. 李镜培, 李林*, 孙德安,等. 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)
13. 李镜培，李林*，陈浩华，等. 腐蚀环境中混凝土桩基耐久性若干科学问题[J]. 哈尔滨工业大学学报，2017, 49(12): 1-15. (EI)
14. 李镜培, 张凌翔, 肖建庄, 李林*. 黏土地基中新旧混合群桩承载和变形的非线性分析方法[J]. 建筑结构学报, 2019, 40(12): 113-118.

其它论文
1. Changyi Yang, Jingpei Li, Lin, Li,De’an Sun, 2020. Expansion responses of a cylindrical cavity in overconsolidated unsaturated soils: A semi-analytical elastoplastic solution. Comput. Geotech. doi.org/10.1016/j.compgeo.2020.103922. (SCI, IF: 3.818, JCR Q1)
2. Feng Xie; Jing pei Li; Lin Li. Numerical solution and damage evaluation for cast-in-situ piles exposed to external sulfate attack[J]. Construction and Building Materials. 2019, 214:269-279. (SCI, IF: 4.046, JCR Q1)
3. Wang Long, Sun De’an, Li Lin. 3D stability of partially saturated soil slopes after rapid drawdown by a new layer-wise summation method[J]. Landslides, 2018, 16(2): 295-313. (SCI, IF: 3.811, JCR Q1)
4. Hui Wang, Jingpei Li, Lin Li, Haohua Chen. Service life of underground concrete pipeline with original incomplete crack in chlorinated soils: theoretical prediction[J]. Construction and Building Materials, 2018, 188: 1166-1178. (SCI, IF: 4.046, JCR Q1)
5. 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, IF: 2.73, JCR Q1)
6. Jingpei Li, Weibing Gong, Lin Li, Fang Liu. Drained elasto-plastic solution for cylindrical cavity expansion in K0-consolidated anisotropic soil[J]. Journal of Engineering Mechanics, 2017, 10.1061/(ASCE)EM.1943-7889.**. (SCI, IF: 1.764, JCR Q2)
7. Ping-Ping Rao, Qingsheng Chen,Lin Li, Sanjay Nimbalkar. Elastoplastic solution for spherical cavity expansion in modified Cam-clay soil under drained condition[J]. International Journal of Geomechanics, 2017, 10.1061/(ASCE)GM.1943-5622.**. (SCI, IF: 2.450, JCR Q2)
8. Ping-Ping Rao, Qingsheng Chen, Lin Li. Limit analysis approach for accessing stability of three-dimensional (3-D) slopes reinforced with piles[J]. Marine Georesources and Geotechnology, 2017, doi.org/10.1080/**X.2016.**. (SCI, IF: 1.207, JCR Q3)
9. Jingpei Li, Weibing Gong,Lin Li, Fang Liu. Stability analysis of natural soil slopes subject to seismic loads and reinforced by piles[J]. Science China Technological Sciences, 2017. (Published online, DOI: 10.1007/s11431-017-9147-8). (SCI, IF: 2.180, JCR Q2)
10. Jingpei Li, Haohua Chen, Lin Li. Performance of a zoned excavation by bottom-up technique in shanghai soft soils: a case study[J]. Journal of Geotechnical and Geoenvironmental Engineering. 2018, 144(11): **. (SCI, IF: 3.305, JCR Q1)
11. Sun De’an, Wang Long, and Li Lin. Three-dimensional stability of compound slope using limit analysis method[J]. Canadian Geotechnical Journal, 2019, 56(1): 116-125. (SCI, IF: 2.437, JCR Q2)
12. Wang Long, Sun De’an, andLi Lin. 3D stability of unsaturated soil slopes with cracks under steady infiltrations [J]. International Journal of Numerical and Analytical Methods. 2019, 19(6): **. (SCI, IF: 2.450, JCR Q2)
13. You Wang, Jingpei Li, Lin, Li. Settlement of jacked piles in clay: Theoretical analysis considering soil aging[J]. Computers and Geotechnics, 122, 103504. (SCI, IF: 3.818, JCR Q1)
14. Wang Long, Hu Wei, Sun De’an, and Li Lin. Stability of Unsaturated Soil Slopes with Cracks under Steady Infiltration[J]. International Journal of Geomechanics. 2019, 43: 1184-1206. (SCI, IF: 3.345, JCR Q1)
15. 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, IF: 2.548, JCR Q2)
16. Jingpei Li, Xiaobing Cao, Lin Li. Supporting Earth Pressures for Foundation Excavation Considering Suction Stress of Soil[J]. Journal of Shanghai Jiaotong University. 2020, 25, 486–494. (EI)
17. 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)
18. 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)
19. 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，2016，35(9): 1906-1913. (EI)
20. 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)
21. 李镜培，张凌翔，李林.饱和黏土中静压桩桩周土体强度时效性研究[J]. 哈尔滨工业大学学报, 2016, 48(12): 89-94. (EI)
22. 李镜培, 陈浩华, 李林. 楔形桩极限承载力提高机理研究[J]. 哈尔滨工业大学学报, 2017, 49(12): 110-116. (EI)
23. 岳著文，李镜培，李林，邵伟. 海工环境下预应力高强混凝土管桩使用寿命计算[J]. 上海交通大学学报. 2016, 50(3): 370-376. (EI)
24. 李镜培，李险峰，李林，龚卫兵. 硫酸盐侵蚀损伤劣化桩基竖向承载特性研究[J]. 上海交通大学学报, 2016, 50(11): 1761-1766. (EI)
25. 饶平平，赵琳学，李林；坡面沉桩边坡动态稳定性三维极限上限分析[J]. 岩石力学与工程学报, 2017, 36(3): 697-704. (EI)
26. 李镜培, 赵高文, 李林, 等. 硫酸盐渍土中灌注桩竖向承载力演变规律[J]. 哈尔滨工业大学学报, 2017, 49(06): 84-89. (EI)
27. 陈浩华，李镜培，李林. 楔形单桩与群桩非线性荷载-沉降计算方法研究[J]. 哈尔滨工业大学学报, 2017, 49(12): 102-109. (EI)
28. 陈浩华，李镜培，李林. 软土基坑变形的深度效应与空间效应实测研究[J]. 中国公路学报，2018, 31(02): 208-217. (EI)
29. 操小兵，李镜培，李林，龚卫兵. 静压桩与CPTU贯入离心模型试验与机理研究[J]. 岩土力学, 2018, 39(12): 4305-4312. (EI)
30. 赵高文，李镜培，李林. 崔纪飞. 腐蚀方式对灌注桩劣化及硫酸盐扩散规律影响[J]. 上海交通大学学报, 2018(11): 1483-1491 (EI)
31. 李镜培，崔纪飞，李林. 静压沉桩对邻近地下连续墙变形影响研究[J]. 上海交通大学学报, 2018. 2018(12):1580-1586. (EI)
32. 李镜培, 龚卫兵, 李林, 操小兵. 考虑土体非均质性的三维土坡稳定性上限分析[J]. 同济大学学报, 2018, 46(10): 1360-1365. (EI)
33. 李镜培, 冯策, 李林. 考虑软黏土流变效应的静压桩长期承载力计算方法[J]. 哈尔滨工业大学学报, 2020. (EI)
34. 李镜培, 李亮, 李林, 等. 裂缝非贯通条件下混凝土结构中氯离子扩散解析[J]. 同济大学学报, 2018, 47(09): 1260-1267 (EI)



科技成果



荣誉奖励



工作经历
2017-2019，Louisiana State University, Postdoc
2020-至今，长安大学