代表性论著（* 通讯作者）：

[1] 李典庆，唐小松，曹子君. 译著. 基于ISO 2394的岩土工程可靠度设计. 中国水利水电出版社, 2017.

[2] 李典庆，蒋水华. 著. 边坡可靠度非侵入式随机分析方法. 科学出版社, 2016.

[3] 李典庆，唐小松，周创兵. 著. 基于Copula理论的岩土体参数不确定性表征与可靠度分析. 科学出版社, 2015.

[4] Li DQ*, Chen YF, Lu WB, Zhou CB. (2011). Stochastic response surface method for reliability analysis of rock slopes involving correlated non-normal variables. Computers and Geotechnics, 38(1): 58-68. （ESI高被引论文）

[5] Tang XS, Li DQ*, Rong G, Phoon KK, Zhou CB. (2013). Impact of copula selection on geotechnical reliability under incomplete probability information. Computers and Geotechnics, 49: 264-278. （ESI高被引论文）

[6] Li DQ*, Tang XS, Phoon KK, Chen YF, Zhou CB. (2013). Bivariate simulation using copula and its application to probabilistic pile settlement analysis. International Journal for Numerical and Analytical Methods in Geomechanics, 37(6): 597-617.

[7] Li DQ, Qi XH, Phoon KK, Zhang LM, Zhou CB*. (2014). Effect of spatial variability of shear strength parameters with linearly increasing mean trend on reliability of infinite slopes. Structural Safety, 49: 45-55. （ESI高被引论文）

[8] Jiang SH, Li DQ*, Zhang LM, Zhou CB. (2014). Slope reliability analysis considering spatially variable shear strength parameters using a non-intrusive stochastic finite element method. Engineering Geology, 168: 120-168.  （ESI高被引论文）

[9] Li DQ*, Jiang SH, Cao ZJ, Zhou W, Zhou CB, Zhang LM. (2015). A multiple response-surface method for slope reliability analysis considering spatial variability of soil properties. Engineering Geology, 187: 60-72. （ESI高被引论文）

[10] Jiang SH, Li DQ*, Cao ZJ, Zhou CB, Phoon KK. (2015). Efficient system reliability analysis of slope stability in spatially variable soils using Monte Carlo simulation. Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 141(2): 04014096. （ESI高被引论文）

[11] Tang XS, Li DQ*, Zhou CB, Phoon KK. (2015). Copula-based approaches for evaluating slope reliability under incomplete probability information. Structural Safety, 52: 90-99. （ESI高被引论文）

[12] Li DQ, Xiao T, Cao ZJ*, Zhou CB, Zhang LM. (2016). Enhancement of random finite element method in reliability analysis and risk assessment of soil slopes using Subset Simulation. Landslides, 13(2): 293-303. （ESI高被引论文）

[13] Li KQ, Li DQ, Liu Y* (2020). Meso-scale investigations on the effective thermal conductivity of multi-phase materials using the finite element method. International Journal of Heat and Mass Transfer, 151: 119383.

[14] Liu Y, He LQ, Jiang YJ, Sun MM, Chen EJ*, Lee FH. (2019). Effect of in situ water content variation on the spatial variation of strength of deep cement-mixed clay. Géotechnique, 69(5): 391-405. （ESI高被引论文）此论文为 open access, 全文 PDF

[15] Du W, Wang G. (2014). Fully probabilistic seismic displacement analysis of spatially distributed slopes using spatially correlated vector intensity measures. Earthquake Engineering and Structural Dynamics, 43(5): 661-679.

[16] Du W*, Wang G. (2016). A one-step Newmark displacement model for probabilistic seismic slope displacement hazard analysis. Engineering Geology, 205: 12-23.