学术论文（* 通讯作者）

[1] Li KQ, Li DQ, Li PT, Liu Y* (2019). Meso-mechanical investigations on the overall elastic properties of multi-phase construction materials using finite element method. Construction and Building Materials, 228, 116727.

[2] Li XX*, Li DQ, Xu Y. (2019). Modeling the effects of microcracks on water permeability of concrete using 3D discrete crack network. Composite Structures, 210: 262-273.

[3] Li DQ*, Xiao T, Zhang LM, Cao ZJ. (2019). Stepwise covariance matrix decomposition for efficient simulation of multivariate large-scale three-dimensional random fields. Applied Mathematical Modelling, 68: 169-181.

[4] Cai YM, Li JH*, Li XY, Li DQ, Zhang LM. (2019). Estimating soil resistance at unsampled locations based on limited CPT data. Bulletin of Engineering Geology and the Environment, 78(5): 3637-3648.

[5] Cao ZJ*, Zheng S, Li DQ, Phoon KK. (2019). Bayesian identification of soil stratigraphy based on soil behavior type index. Canadian Geotechnical Journal, 56(4): 570-586.

[6] Li DQ, Yang ZY, Cao ZJ*, Zhang LM. (2019). Area failure probability method for slope system failure risk assessment. Computers and Geotechnics, 107: 36-44.

[7] Liu X, Wang Y*, Li DQ. (2019). Investigation of slope failure mode evolution during large deformation in spatially variable soils by random limit equilibrium and material point methods. Computers and Geotechnics, 111: 301-312.

[8] Li XX, Li DQ*. (2019). A numerical procedure for unsaturated seepage analysis in rock mass containing fracture networks and drainage holes. Journal of Hydrology, 574: 23-34.

[9] Gao GH, Li DQ, Cao ZJ*, Wang Y, Zhang LL (2019). Full Probabilistic Design of Earth Retaining Structures using Generalized Subset Simulation. Computers and Geotechnics, 112: 159-172.

[10] Cao ZJ, Peng X, Li DQ*, Tang XS. (2019). Full probabilistic geotechnical design under various design scenarios using direct Monte Carlo simulation and sample reweighting. Engineering Geology, 248: 207-219.

[11] Li DQ*, Zheng D, Cao ZJ, Tang XS, Qi XH. (2019). Two-stage dimension reduction method for meta-model based slope reliability analysis in spatially variable soils. Structural Safety, 101872.

[12] Chen G, Li QY, Li DQ, Wu ZY, Liu Y*. (2019). Main frequency band of blast vibration signal based on wavelet packet transform. Applied Mathematical Modelling, 74: 569-585.

[13] Li DQ, Wang L, Cao ZJ*, Qi XH. (2019). Reliability Analysis of Unsaturated Slope Stability Considering SWCC Model Selection and Parameter Uncertainties. Engineering Geology, 260: 105207.

[14] Yao K, Xiao H, Chen DH, Liu Y*. (2019). A direct assessment for the stiffness development of artificially cemented clay. Géotechnique, 69(8), 741-747.

[15] Liu Y, Zhang L*. (2019). Seismic response of pile–raft system embedded in spatially random clay. Géotechnique, 69(7), 638-645.

[16] Liu Y, He LQ, Jiang YJ, Sun MM, Chen E J*, 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

[17] Pan Y, Liu Y*, Chen EJ. (2019). Probabilistic investigation on defective jet-grouted cut-off wall with random geometric imperfections. Géotechnique, 69(5), 420-433.

[18] Fu Y, Liu Y*, Yu J. (2019). Effects of reconsolidation time on holding capacity of deepwater dynamically installed anchors. Canadian Geotechnical Journal, 56(12), 1876-1888.

[19] Du W* (2019) Empirical correlations of frequency content parameters of ground motions with other intensity measures. Journal of Earthquake Engineering, 23(7): 1073-1091.

[20] Du W*, Ning CL, and Wang G (2019) The effect of amplitude scaling limits on conditional spectrum-based ground motion selection. Earthquake Engineering and Structural Dynamics, 48(9): 1030-1044.

[21] Du W*, Yu X, and Wang G (2019) Prediction equations for the effective number of cycles of ground motions for shallow crustal earthquakes. Soil Dynamics and Earthquake Engineering, 125, 105759.

[22] Ning CL, Wang L, Du W* (2019) A practical approach to predict the hysteresis loop of reinforced concrete columns failing in different modes. Construction and Building Materials, 218: 644-656.

[23] 王林，李典庆，曹子君，方国光. (2019). 基于贝叶斯理论的土水特征曲线模型选择与参数识别方法. 应用基础与工程科学学报，27(6)：1269-1284.

[24] 李典庆，周强，曹子君. (2019). 基于广义可靠指标相对安全率的岩土工程设计安全判据，岩土力学, 40(10)：3977-3986.

[25] 李馨馨*, 李典庆. 徐轶. (2019). 地热对井系统裂隙岩体三维渗流传热耦合的等效模拟方法. 工程力学, 7: 238-247.

[26] 杨智勇，李典庆*, 曹子君*，唐小松. (2019). 考虑土质边坡多失效模式的区域概率风险分析方法. 工程力学，5: 216-225.