[1]Zhang W, Han J, Lu C, Liu H, Chen J, Wang J, Li T, Chen J*. Geometric searching of 3D critical slip surface of a non-persistent fracture-dominated rock slope. Computers and Geotechnics, Volume 173, September 2024, 106493. [2]Wang S, Zhang W*, Zhao X, Sun Q, Dong W. Automatic identification and interpretation of discontinuities of rock slope from a 3D point cloud based on UAV nap-of-the-object photogrammetry. International journal of Rock Mechanics and Mining Sciences, Volume 178, June 2024, 105774. [3]Chen J, Zhang W*, Cao C, Yin H, Wang J, Li W, Zheng Y. The effect of the check dam on the sediment transport and control in debris flow events. Engineering Geology, Volume 329, February 2024, 107397 [4]Zhang W, Wei M, Zhang Y, et al. Discontinuity development patterns and the challenges for 3D discrete fracture network modeling on complicated exposed rock surfaces. Journal of Rock Mechanics and Geotechnical Engineering, 2024, 16(6): 2154-2171. [5]Zhang S, Song S*, Zhang W*, et al. Research on the inherent mechanism of rock mass deformation of oil shale in-situ mining under the condition of thermal-fluid-solid coupling. Energy, 2023: 128149. [6]Zhang W, Wei M, Zhang Y, et al. Discontinuity development patterns and the challenges for three-dimensional discrete fracture network modeling on complicated exposed rock surfaces.Journal of Rock Mechanics and Geotechnical Engineering, 2023, doi:10.1016/j.jrmge.2023.09.004. [7]Zhang W, Chen J, Ma J, et al. Evolution of sediment after a decade of the Wenchuan earthquake: a case study in a protected debris flow catchment in Wenchuan County, China. Acta Geotechnica, 2023: 1-22. [8]Wang J, Zhang W*, Tan C, et al. Multi-dimensional size effects and representative elements for non-persistent fractured rock masses: A perspective of geometric parameter distribution. Journal of Rock Mechanics and Geotechnical Engineering, 2023, 15(9): 2339-2354. [9]Zhang W, Wang J, Chen J, et al. Mass‐Wasting‐Inferred Dramatic Variability of 130,000‐Year Indian Summer Monsoon Intensity From Deposits in the Southeast Tibetan Plateau. Geophysical Research Letters, 2022, 49. [10]Zhang W, Zhao X, Pan X, et al. Characterization of high and steep slopes and 3D rockfall statistical kinematic analysis for Kangyuqu area, China. Engineering Geology, 2022, 308: 106807. [11]Chen D, Chen H, Zhang W*, et al. An analytical solution of equivalent elastic modulus considering confining stress and its variables sensitivity analysis for fractured rock masses. Journal of Rock Mechanics and Geotechnical Engineering, 2022, 14(3): 825-836. [12]Ma W, Chen H, Zhang W*, et al. Study on representative volume elements considering inhomogeneity and anisotropy of rock masses characterised by non-persistent fractures.Rock Mechanics and Rock Engineering, 2021, 54(9): 4617-4637. [13]Cao C, Zhang W*, Chen J, et al. Quantitative estimation of debris flow source materials by integrating multi-source data: a case study. Engineering Geology, 2021, 291: 106222. [14]Zhang W, Fu R, Tan C, et al. 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.Rock Mechanics and Rock Engineering, 2020, 53: 2399-2417. [15]Zhang W, Lan Z, Ma Z, et al. Determination of statistical discontinuity persistence for a rock mass characterized by non-persistent fractures. International Journal of Rock Mechanics and Mining Sciences, 2020, 126: 104-177. [16]Nie Z, Chen J, Zhang W*, et al. A new method for three-dimensional fracture network modelling for trace data collected in a large sampling window.Rock Mechanics and Rock Engineering, 2020, 53: 1145-1161 [17]Zhang W, Wang J, Xu P, et al. Stability evaluation and potential failure process of rock slopes characterized by non-persistent fractures.Natural Hazards and Earth System Sciences, 2020, 20(11): 2921-2935 [18]Zhang W, Zhao Q, Huang R, et al. Determination of representative volume element considering the probability that a sample can represent the investigated rock mass at Baihetan Dam Site, China.Rock Mechanics and Rock Engineering, 2017, 50: 2817-2825. [19]Zhang W, Zhao Q, Chen J, et al. Determining the critical slip surface of a fractured rock slope considering preexisting fractures and statistical methodology.Landslides, 2017, 14: 1253-1263. [20]Zhang W, Zhao Q, Huang R, et al. Identification of structural domains considering the size effect of rock mass discontinuities: A case study of an underground excavation in Baihetan Dam, China. Tunnelling and Underground Space Technology, 2016, 51: 75-83. [21]Zhang W, Chen J, Cao Z, et al. Size effect of RQD and generalized representative volume elements: a case study on an underground excavation in Baihetan dam, Southwest China. Tunnelling and Underground Space Technology, 2013, 35: 89-98. [22]Zhang W, Chen J P, Zhang W, et al. Determination of critical slip surface of fractured rock slopes based on fracture orientation data.Science China Technological Sciences, 2013, 56: 1248-1256. [23]Zhang W, Chen J, Cao Z, et al. Size effect of RQD and generalized representative volume elements: a case study on an underground excavation in Baihetan dam, Southwest China.Tunnelling and Underground Space Technology, 2013, 35: 89-98 [24]Zhang W, Chen J, Chen H, et al. Determination of RVE with consideration of the spatial effect. International Journal of Rock Mechanics and Mining Sciences, 2013, 61: 154-160. [25]Zhang W, Chen J, Liu C, et al. Determination of geometrical and structural representative volume elements at the Baihetan dam site.Rock Mechanics and Rock Engineering, 2012, 45: 409-419. [26]Zhang W, Wang Q, Chen J, et al. Determination of the optimal threshold and length measurements for RQD calculations. International Journal of Rock Mechanics and Mining Sciences, 2012, 51: 1-12. [27]Zhang W*, Li Z, Chen J, Zhang C, Xu L, Sang W. Comprehensive hazard assessment and protection of debris flows along Jinsha River close to the Wudongde dam site in China. Natural Hazards, 2011, 58: 459-477.
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1.Zhang Wen, Lan Zhiguang, Chen Donghui. A Self-Drilling Hollow Grouting Anchor Rod Suitable for Large Rock Mass Structures. December 12, 2023, China, ZL 201711296947.1. 2.Zhang Wen, Xu Yang, Ma Zhifeng, Tan Chun, Yuan Xiaoqing, Chen Donghui, Liu Tianchang, Nie Zhenbang, Chen Huaiyu, Lan Zhiguang, Chen Junqi, Yang Guang. A Device for Simulating the Sliding of Wedge-Shaped Bodies in Rock Masses. October 3, 2023, China, 201810023476.5. 3.Zhang Wen, Wang Le, Ma Zhifeng, Tan Chun, Chen Yating, Sun Da, Li Guoliang, Li Yanliang. An Automated Device for In-Situ Information Collection of Rock Mass Structural Planes. October 11, 2019, China, ZL201720217890.0. 4.Zhang Wen, Chen Jianping, Niu Cencun, Xu Peihua, Zhan Jiewei. A Device for Collecting Luminescence Test Soil Samples from Landslides. March 9, 2018, China, 201510990113.5. 5.Zhang Wen, Chen Jianping, Niu Cencun, Xu Peihua, Yuan Xiaoqing. An Experimental System for Simulating Debris Flow Movement and Accumulation Processes. November 24, 2017, China, 201510768066.X. 6.Zhang Wen, Chen Jianping, Wang Qing, Yuan Xiaoqing, Niu Cencun. A Device for Monitoring the Collapse of Dangerous Rock Masses Using Ultrasonic Waves. February 24, 2016, China, ZL201210566779.4. 7.Zhang Wen, Chen Jianping, Wang Qing, Yuan Xiaoqing, Niu Cencun. A Device for Monitoring the Collapse of Dangerous Rock Masses Using Laser Displacement Sensors. May 11, 2016, China, ZL201210567021.2.
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