[1]Analysis of seepage failure probability for high core rockfill dams during rapid drawdown of reservoir water level, Journal of Hydrology, 2024(633),中科院一区(Top期刊),第一作者
[2] Inverse analysis of deformation moduli for high arch dams using the displacement reconstruction technique and multi-objective optimization,Computer-Aided Civil and Infrastructure Engineering, 2024(39),中科院一区(Top期刊),通讯作者
[3] A methodology for deformation monitoring of concrete dams based on approximate Bayesian computation with sequential Monte Carlo, Expert Systems with Applications, 2024(255),中科院一区(Top期刊),通讯作者
[4] A multi-objective-optimization based importance sampling method and its application in seismic stability analysis of gravity dam, Computers and Geotechnics, 2024(168),中科院一区(Top期刊),通讯作者
[5]A novel deformation monitoring model for high arch dams using impulse response-based equivalent temperature and machine learning-aided separate modeling, Expert Systems with Applications, 2024(238),中科院一区(Top期刊),通讯作者
[6] Multi-source data-driven unsaturated seepage parameter inversion: Application to a high core rockfill dam, Journal of Hydrology, 2023(617),中科院一区(Top期刊),通讯作者
[7] Discussion on the allowable safety factor of slope stability for high rockfill dams in China, Engineering Geology, 2020(272),中科院一区(Top期刊),第一作者
[8] An algorithm in generalized coordinate system and its application to reliability analysis of seismic slope stability of high rockfill dams, Engineering Geology, 2015(188),中科院一区(Top期刊),第一作者
[9] Study of the key technologies of application of tuff powder concrete at the Daigo hydropower station in Tibet, Construction and Building Materials, 2017(156),中科院一区(Top期刊),通讯作者
[10] An advanced Bayesian parameter estimation methodology for concrete dams combining an improved extraction technique of hydrostatic component and hybrid response surface method, Engineering Structures, 2022(267),中科院一区(Top期刊),通讯作者
[11] Data-based model with EMD and a new model selection criterion for dam health monitoring, Engineering Structures, 2022(260),中科院一区(Top期刊),通讯作者
[12] Effect of the spatial variability of strength parameters on the dynamic damage characteristics of gravity dams, Engineering Structures, 2019(183),中科院一区(Top期刊),通讯作者
[13] FEM-Bayesian Kriging method for deformation field estimation of earth dams with limited monitoring data, Computers and Geotechnics, 2022(148),中科院一区(Top期刊),通讯作者
[14] CST-based first order second moment method for probabilistic slope stability analysis, Computers and Geotechnics, 2017(85),中科院一区(Top期刊),第一作者
[15] A reliability-based approach to evaluating the stability of high rockfill dams using a nonlinear shear strength criterion, Computers and Geotechnics, 2013(51),中科院一区(Top期刊),第一作者
[16] A vine-copulas based multi-sensor fusion structural damage monitoring method and its application in dam engineering, Applied Soft Computing, 2024(167),中科院二区(Top期刊),通讯作者
[17] A methodology for dam parameter identification combining machine learning, multi-objective optimization and multiple decision criteria, Applied Soft Computing, 2022(128),中科院二区(Top期刊),通讯作者
[18] Efficient seismic risk analysis of gravity dams via screening of intensity measures and simulated non-parametric fragility curves, Soil Dynamics and Earthquake Engineering, 2022(152),中科院二区(Top期刊),通讯作者
[19] Fuzzy seismic fragility analysis of gravity dams considering spatial variability of material parameters, Soil Dynamics and Earthquake Engineering, 2021(140),中科院二区(Top期刊),通讯作者
[20] Construction and selection of deformation monitoring model for high arch dam using separate modeling technique and composite decision criterion, Structural Health Monitoring-An International Journal, 2024(23),中科院二区,通讯作者
[21] Separate modeling technique for deformation monitoring of concrete dams, Structural Health Monitoring-An International Journal, 2022(21),中科院二区,通讯作者
[22]大坝变形监控模型识别的R-OC准则,工程科学与技术,2022,54(5),EI核心,通讯作者
[23]土坡体系可靠度分析方法及在高土石坝工程中的应用,岩土力学,2018,39(2),EI核心,第一作者
[24]非线性强度指标坝坡稳定可靠度分析有关问题讨论,土木工程学报,2010,43(10),EI核心,第一作者
[25]高堆石坝非线性强度指标坝坡稳定可靠度分析方法研究及工程应用,岩石力学与工程学报,2009,28(1),EI核心,第一作者
[26]岩质边坡稳定的体系可靠度分析及工程应用,四川大学学报(工程科学版),2008,40(2),EI核心,第一作者