1. 李林; 沈珂任; 王林; 路毅; 三轴试样全息变形实时测量系统的搭建,验证与应用, 土木工程学报,2023, 56(8): 108-117.
2. 何世玉，李林，陈镇旺，沈珂任; 动荷载作用下三轴试样的体积与全表面变形测量方法, 岩石力学与工程学报,2023, 42(7): 1811-1820.
3. 李林，沈珂任，何世玉，陈镇旺, 基于3D-DIC和摄影测量原理的无侧限试样体积与变形测量方法,吉林大学学报(工学版) ,https://doi.org/10.13229/j.cnki.jdxbgxb.20230018.
4. Lin Li; Peng Li; Yang Cai; Yi Lu ; Visualization of Non-Uniform Soil Deformation During Triaxial Testing, Acta Geotechnica, 2021, 16(2): 3439-3454.
5. Lin Li; Xiong Zhang; Peng Li ; Evaluating a new method for simultaneous measurement of soil water retention and shrinkage curves, Acta Geotechnica, 2019, 14(4): 1021-1035.
6. 蔡阳; 李林; 路毅 ; 三轴试样绝对体积测量方法研究, 岩土工程学报, 2021, 43(12): 2302-2309.
7. Lin Li; Yi Lu; Yang Cai; Peng Li ; A calibration technique to improve accuracy of the photogrammetry-based deformation measurement method for triaxial testing, Acta Geotechnica, 2021,16(4): 1053-1060
8. Li, L., Liu, J., Zhang, X., and Saboundjian, S. (2019).”Characterizing the Permanent Deformation Behavior of Alaskan Granular Base Course Materials.” ASCE Journal of Cold Regions Engineering,
9. Li, L., Zhang, X., and Li, P., (2019).”Evaluating a new method for simultaneous measurement of soil water retention and shrinkage curves”, Acta Geotechnica, https://doi.org/10.1007/s11440-018-0713-y(0123456789().
10. Li, L. and Zhang, X. (2019).”A New Approach to Measure Soil Shrinkage Curve,” Geotechnical Testing Journal, Vol. 42, No. 1, pp. 1–18, https://doi.org/10.1520/GTJ20150237. ISSN 0149-6115.
11. Li, L. and Zhang, X. (2019).”Factors Influencing the Accuracy of the Photogrammetry-Based Method.”, Acta Geotechnica, 14, 559-574.
12. J. Liu, S. Zhao, L. Li, and P. Li, (2018) ”Evaluation of Cracking Resistance in Alaskan Asphalt Pavement with Paving Interlayers”, ASCE Journal of Cold Regions Engineering，32(2): 04018005.
13. J. Liu, S. Zhao, L. Li, P. Li, and S. Saboundjian, (2017).”Low Temperature Cracking Analysis of Asphalt Binders and Mixtures”, Cold Regions Science and Technology, 141, 78-85.
14. J. Liu, X. Zhang, L. Li, and S. Saboundjian,” Resilient Behavior of Unbound Granular Materials Subjected to a Closed-System Freeze-Thaw Cycle”, ASCE Journal of Cold Regions Engineering, 32(1), p.04017015.
15. Zhang, X., Li, L., and McHattie, R. (2016).”An Experimental Study on Various Techniques to Protect Ice-Rich Cut Slope.”，ASCE Journal of Cold Region Engineering. 32(1), p.04017018.
16. Zhang, X., Lu, H., and Li, L. (2016).”Characterizing Unsaturated Soil Using an Oedometer Equipped with a High Capacity Tensiometer.”,Transportation Research Record: Journal of the Transportation Research Board (DOI: 10.3141/2578-07).
17. Li, L., Zhang, X., Chen, G. and Lytton, R. (2015). “Measuring Unsaturated Soils Deformations during Triaxial Testing using a Photogrammetry-Based Method.”，Canadian Geotechnical Journal (in press).
18. Li, L. and Zhang, X. (2015). “A Modified Unconfined Compression Testing System to Characterize the Stress-Strain Behavior of Unsaturated Soils at Low Confining Stresses.”， Journal of the Transportation Research Record (in press).
19. Li, L. and Zhang, X. (2015). “A New Triaxial Testing System for Unsaturated Soil Characterization.”. ASTM Geotechnical testing Journal, 38(6), 823-839.
20. Li, L., Liu, J., Zhang, X., and Saboundjian, S. (2011).”Resilient Modulus Characterization of Alaskan Granular Base Materials”，Transportation Research Record: Journal of the Transportation Research Board, No. 2232, 44-54.
