The effect of the check dam on the sediment transport and control in debris flow events.
Chen J. et al. Engineering Geology, 2024.
Rapid Compaction Monitoring and Quality Control of Embankment Dam Construction Based on UAV Photogrammetry Technology: A Case Study.
Yin H. et al. Remote Sensing, 2023.
Evolution of sediment after a decade of the Wenchuan earthquake a case study in a protected debris flow catchment in Wenchuan County, China.
Zhang W. et al. Acta Geotechnica, 2023.
Characterization of high and steep slopes and 3D rockfall statistical kinematic analysis for Kangyuqu area, China.
Zhang W. et al. Engineering Geology, 2022.
Mass‐Wasting‐Inferred Dramatic Variability of 130,000‐Year Indian Summer Monsoon Intensity From Deposits in the Southeast Tibetan Plateau.
Zhang W. et al. Geophysical Research Letters, 2022.
Multi-dimensional size effects and representative elements for non-persistent fractured rock masses: A perspective of geometric parameter distribution.
Wang J. et al. Journal of Rock Mechanics and Geotechnical Engineering, 2022.
An Analytical Solution of the Equivalent Elastic Modulus Considering the Confining Stress and Its Variables Sensitivity Analysis for Fractured Rock Masses.
Chen D. et al. Journal of Rock Mechanics and Geotechnical Engineering, 2021.
Quantitative estimation of debris flow source materials by integrating multi-source data: A case study.
Cao C. et al. Engineering Geology, 2021.
Study on Representative Volume Elements Considering Inhomogeneity and Anisotropy of Rock Masses Characterised by Non-persistent Fractures.
Ma W. et al. Rock Mechanics and Rock Engineering, 2021.
Simplified 3D modelling method and its uncertainty analysis for adit fractures collected within short sampling windows.
Zhang W. et al. Quarterly Journal of Engineering Geology and Hydrogeology, 2021.
Characteristics of the Residual Surface Deformation of Multiple Abandoned Mined-Out Areas Based on a Field Investigation and SBAS-InSAR: A Case Study in Jilin, China.
Chen D. et al. Remote Sensing, 2020.
Stability evaluation and potential failure process of rock slopes characterized by non-persistent fractures.
Zhang W. et al. Natural Hazards and Earth System Sciences, 2020.
Determination of statistical discontinuity persistence for a rock mass characterized by non-persistent fractures.
Zhang W. et al. International Journal of Rock Mechanics and Mining Sciences, 2020.
Two-Dimensional Discrepancies in Fracture Geometric Factors and Connectivity Between Field-Collected and Stochastically Modeled DFNs: A Case Study of Sluice Foundation Rock Mass in Datengxia, China.
Zhang W. et al. Rock Mechanics and Rock Engineering, 2020.
A New Method for Three-Dimensional Fracture Network Modelling for Trace Data Collected in a Large Sampling Window.
Nie Z. et al. Rock Mechanics and Rock Engineering, 2020.
Determination of representative volume element with consideration of linear anisotropy using geostatistics approach.
Zhang W. et al. European Journal of Environmental and Civil Engineering, 2020.
Buckling Failure Mechanism of a Rock Dam Foundation Fractured by Gentle Through-Going and Steep Structural Discontinuities.
Chen D. et al. Sustainability, 2020.
Geospatial Analysis of Mass-Wasting Susceptibility of Four Small Catchments in Mountainous Area of Miyun County, Beijing.
Cao C. et al. International Journal of Environmental Research and Public Health, 2019.
Determination of representative volume element considering the probability that a sample can represent the investigated rock mass at Baihetan Dam site, China.
Zhang W. et al. Rock Mechanics and Rock Engineering, 2017.
Determining the critical slip surface of a fractured rock slope considering preexisting fractures and statistical methodology.
Zhang W. et al. Landslides, 2017.
Experimental study of the stabilization effect of cement on contaminated soil.
Chen H. et al. Quarterly Journal of Engineering Geology and Hydrogeology, 2017.
Evaluation of Landslide Hazard Degree Based on the Normal Cloud Model.
Chen D. et al. International Journal of Earth Sciences and Engineering, 2017.
Research of the Numerical Simulation Based on Granular Discrete Element Method of Rocky Slopes with Weak Interlayer’s Under Seismic Loads.
Chen X. et al. International Journal of Earth Sciences and Engineering, 2017.
Identification of structural domains considering the size effect of rock mass discontinuities: A case study of an underground excavation in Baihetan Dam, China.
Zhang W. et al. Tunnelling and Underground Space Technology, 2016.
Regional debris flow susceptibility analysis based on principal component analysis and self-organizing map: a case study in Southwest China.
Wang Q. et al. Arab J Geosci, 2016.
Velocity and runout determination of a debris flow based on energy conservation: the Dongwopu debris flow in Tianjin, China.
Zhang W. et al. Quarterly Journal of Engineering Geology and Hydrogeology, 2015.
Grain-Size Analysis of Debris Flow Alluvial Fans in Panxi Area along Jinsha River, China.
Zhang W. et al. Sustainability, 2015.
Hazard Assessment of Debris Flows in the Reservoir Region of Wudongde Hydropower Station in China.
Niu C. et al. Sustainability, 2015.
Determination of RVE in the Consideration of the Spatial Effect.
Zhang W. et al. International Journal of Rock Mechanics and Mining Sciences, 2013.
Susceptibility analysis of large-scale debris flows based on combination weighting and extension methods.
Zhang W. et al. Natural Hazards, 2013.
Size effect of RQD and generalized representative volume elements: a case study on an underground excavation in Baihetan dam, Southwest China.
Zhang W. et al. Tunnelling and Underground Space Technology, 2013.
Analysis of RVE size based on three-dimensional fracture numerical network modeling and stochastic mathematics.
Zhang W. et al. Quarterly Journal of Engineering Geology and Hydrogeology, 2013.
Determination of the critical slip surface of fractured rock slopes based on fracture orientation data.
Zhang W. et al. SCIENCE CHINA Technological Sciences, 2013.
Investigation of RQD variation with scanline length and the optimal threshold based on three-dimensional fracture network modeling.
Determination of the optimal threshold and length measurements for RQD calculations.
Zhang W. et al. International Journal of Rock Mechanics and Mining Sciences, 2012.
Determination of geometrical and structural representative volume elements at the Baihetan Dam site.
Zhang W. et al. Rock Mechanics and Rock Engineering, 2012.
Comprehensive hazard assessment and protection of debris flows along Jinsha River close to the Wudongde dam site in China.
Zhang W. et al. Natural Hazards, 2011.
高陡岩质斜坡坡表实景模型构建与岩体结构面自动解译方法及平台研发
董文川, 张文, 李腾跃, 等. 地球科学与环境学报, 2022.
高陡岩质斜坡结构面的无人机贴近采集与粗糙度分析
孙琦, 张文, 赵云鹏, 等. 工程地质学报, 2021.
基于Dijkstra算法的岩质边坡最危险滑动面搜索
赵云鹏, 张文, 孙琦, 等. 2021年全国工程地质学术年会.吉林大学建设工程学院，2021.
高陡岩质斜坡的结构面非接触式采集技术与三维裂隙网络模拟研究
张文, 韩博, 孙昊林, 等. 工程地质学报, 2020.
基于混合聚类的岩体结构面优势分组方法
许扬, 张文, 符锐, 等. 世界地质, 2020.
基于FLAC3D的煤矿采空区变形数值模拟分析
陈怀玉, 张文, 成武. 工程地质学报, 2019.
基于三维裂隙网络RQD的确定及最佳测线数量的研究
张文, 陈剑平, 牛岑岑, 等. 岩石工程学报, 2013.
基于裂隙频率的裂隙岩质边坡最危险滑动面的确定
张文, 陈剑平, 王清. 第九届全国工程地质大会论文集. 吉林大学建设工程学院, 2012.
基于三维裂隙网络的RQD尺寸效应与空间效应的研究
张文, 陈剑平, 苑晓青, 等. 岩石力学与工程学报, 2012.
卡方检验在裂隙岩体统计均质区划分中的应用研究
张文, 陈剑平, 刘存合, 等. 岩石工程学报, 2011.
基于主成分分析的FCM法在泥石流分类中的应用
张文, 陈剑平, 秦胜伍, 等. 吉林大学学报地球科学版, 2010.
专利：一种收集滑坡释光测试土样的装置.
张文, 陈剑平, 牛岑岑, 等. 2015.12.25, 中国, 201510990113.5 （已授权）
专利：一种泥石流运动与堆积过程模拟实验系统.
张文, 陈剑平, 牛岑岑, 等. 2015.11.12, 中国, 201510768066.X （已授权）
专利：一种利用超声波监测危岩体崩塌的装置.
张文, 陈剑平, 王清, 等. 2012.12.24, 中国, ZL201210566779.4 （已授权）
专利：一种利用激光位移传感器监测危岩体崩塌的装置.
张文, 陈剑平, 王清, 等. 2012.12.24, 中国, ZL201210567021.2 （已授权）
专利：一种岩体结构面原位信息采集的自动化装置.
张文, 王乐, 马智法, 等. 2017.3.8, 中国, ZL201720217890.0
专利：基于振动仪与成像设备实时监测预报泥石流的装置.
张文, 陈剑平, 牛岑岑, 等. 2015.11.9, 中国, ZL201520883124.9
专利：一种基于多个拉线式位移传感器监测滑坡变形参数的装置.
张文, 陈剑平, 王清, 等. 2015.12.2, 中国, ZL201520981109.8
专利：一种模拟岩体楔形体滑动的装置.
张文, 许扬, 马智法, 等. 2018.1.10, 中国, 201810023476.5
专利：分节式弹性附支可回收锚杆.
张文, 陈怀玉, 陈东辉, 等. 2017.12.21, 中国, 201711395993.7
专利：一种适用于岩体大型结构系统的自钻进中空灌浆锚杆.
张文, 兰志广, 陈东辉. 2017.12.8, 中国, 201711296947.1
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