论文发表(*为通讯作者)

  • 2017年
  1. Li L, Deng J*, Liu J, Zheng J, Chen T, Deng C. A new understanding of punch-through shear testing[J]. Géotechnique Letters, 2017: 1-7. (SCI & EI)
  2. Liu T, Deng J, Zheng J*, Zheng L, Zhang Z, Zheng H. A new semi-deterministic block theory method with digital photogrammetry for stability analysis of a high rock slope in China[J]. Engineering Geology, 2017, 216: 76-89. (SCI & EI)
  3. Fang H L, Zheng H, Zheng J*. Micromechanics-based multimechanism bounding surface model for sands[J]. International Journal of Plasticity, 2017, 90: 242-266. (SCI & EI)
  4. Chen T, Deng J, Sitar N, Zheng J, Liu T, Liu A, Zheng L. Stability investigation and stabilization of a heavily fractured and loosened rock slope during construction of a strategic hydropower station in China[J]. Engineering Geology, 2017, 221: 70-81.(SCI & EI)
  5. Zheng J, Zhao Y, Lü Q*, Liu T, Deng J, Chen R. Estimation of the three-dimensional density of discontinuity systems based on one-dimensional measurements. International journal of rock mechanics and mining sciences, 2017, 94:1-9. (SCI & EI)
  6. Zheng J, Kulatilake PHSW*, Shu B. Improved Probabilistic Kinematic Analysis Procedure Based on Finite Size Discontinuities and Its Application to a Rock Slope at Open Pit Mine in U.S.[J]. International Journal of Geomechanics (ASCE), 2017, 17(2): 1-15. (SCI & EI)
  7. Qing Lü, Zhi-Peng Xiao, Jian Ji, Jun Zheng*, et al. Moving least squares method for reliability assessment of rock tunnel excavation considering ground-support interaction[J]. Computers and Geotechnics, 2017, 84:88-100.(SCI & EI)
  8. Lü Q, Xiao ZP, Ji J*, Zheng Jun. Reliability based design optimization for a rock tunnel support system with multiple failure modes using response surface method[J]. Tunnelling & Underground Space Technology, 2017, 70:1-10.(SCI & EI)
  9. 吕庆, 周春锋, 于洋*, 肖志鹏, 郑俊. 滚石坡面碰撞破裂效应的试验研究[J]. 岩石力学与工程学报, 2017, 36(S1):3359-3366.

  • 2016年

  1. Zheng J, Zhao Y, Lü Q*, Deng J, Pan X, Li Y. A discussion on the adjustment parameters of the Slope Mass Rating (SMR) system for rock slopes[J]. Engineering Geology, 2016, 206: 42–49. (SCI & EI)  
  2. 吕 庆,周春锋,郑俊*等. 制备岩石试样的高温预损伤方法及应用. 中南大学学报(自然科学版)(正在出版,EI)
  3. Zheng J, Kulatilake PHSW*, Deng J, Wei J. Development of a probabilistic kinematic wedge sliding analysis procedure and application to a rock slope at a hydropower site in China[J]. Bulletin of Engineering Geology and the Environment, 2016, 75:1413-1428.  (SCI & EI)
  • 2015年
  1. Zheng J, Kulatilake PHSW*, Deng J. Development of a probabilistic block theory analysis procedure and its application to a rock slope at a hydropower station in China[J]. Engineering Geology, 2015, 188: 110–125. (SCI & EI)
  2. Zheng J*, Deng J, Zhang G, Yang X. Validation of Monte Carlo simulation for discontinuity locations in space[J]. Computers and Geotechnics, 2015, 67: 103–109. (SCI & EI)
  3. 郑俊Kulatilake PHSW,邓建辉*,魏进兵. 基于二维经验分布不连续面产状的蒙特卡洛模拟[J]. 岩石力学与工程学报,2015,34(S2): 39223929. (EI)
  4. 郑俊,邓建辉*,魏进兵. 不连续面产状Fisher分布拟合度检验方法的改进[J]. 岩石力学与工程学报,2015, 34 (08): 1561-1568. (EI)
  5. Kulatilake PHSW*, Zheng J, Shu B, Sherizadeh T. Deterministic and Probabilistic Block Theory Analyses Comparison for an Open Pit Mine Rock Slope in USA[C]. 49th U.S. Rock Mechanics/Geomechanics Symposium, 28 June-1 July, San Francisco, California, 2015.
  • 2014年
  1. Zheng J, Kulatilake PHSW*, Shu Biao, et al. Probabilistic block theory analysis for a rock slope at an open pit mine in USA[J]. Computers and Geotechnics, 2014, 61: 254-265. (SCI & EI)
  2. Zheng J*, Deng J, Yang X, et al. An improved Monte Carlo simulation method for discontinuity orientations based on Fisher distribution and its program implementation[J]. Computers and Geotechnics, 2014, 61: 266-276. (SCI & EI)
  3. Kulatilake PHSW*, Zheng J, Shu B, et al. Rock Slope Stability Comparison between Deterministic and Probabilistic Block Theory Analyses for an Open Pit Mine [C]. 33rd international conference of Ground Control in mining in Morgantown, USA, July 29-31, 2014.
  4. Kulatilake PHSW*, Zheng J, Shu B, et al. Rock mass fracture network modeling using both remotely and manually mapped data [C]. 143rd Society for Mining,metallurgy & Exploration Annual Meeting and Exhibit in Salt Lake City, Utah, USA, February 23-26, 2014.
  • 2013年
  1. 杨晓娟,邓建辉,陈群*郑俊. 瀑布沟水电站库首右岸拉裂变形体变形特征与分析[J]. 岩石力学与工程学报,2013,32(3):549-561. (EI)
  • 2012年
  1. 杨晓娟*,漆文邦,郑俊,等. 中小型水电站非圆形有压隧洞衬砌配筋计算[J].水力发电,2012,38(1):27-29. (中文核心)
  • 2011年
  1. 郑俊*,邓建辉,杨晓娟,等. 瀑布沟堆石坝砾石土心墙施工期孔隙水压力特征与分析[J]. 岩石力学与工程学报,2011,30(4):709-717. (EI)
  2. 郑俊*,邓建辉,谭升魁,等. 瀑布沟电站地下厂房洞室群施工期监测分析[J]. 地下空间与工程学报,2011,7(2):346-353. (中文核心)
  3. 陈向浩*,邓建辉,陈科文,郑俊,等.高堆石坝砾石土心墙施工期应力监测与分析[J]. 岩土力学,2011,32(4):1083-1088. (EI)
  4. 吕洪旭,陈科文,邓建辉,郑俊. 瀑布沟大坝防渗墙应力分布特性及机理探讨[J]. 人民长江,2011,42(10):39-43. (中文核心)