15篇代表性论著： [1] Hui Liu, Jun-Jie Zheng, Rong-Jun Zhang*, Ping Xie. Probabilistic stability analysis of reinforced soil slope with non-circular RLEM. Geosynthetics International, 2021. [2] Wenyu Yang, Junjie Zheng, Rongjun Zhang*, Hui Liu. An empirical model for characterizing 3D deformation at the face of shield tunnel in soft clay. Tunnelling and Underground Space Technology, 2021, 112:103862. [3] Zhang R.J., Qiao Y.Q., Zheng J.J.*, Dong C.Q. A method for considering curing temperature effect in mix proportion design of mass cement-solidified mud at high water content, Acta Geotechnica, 2021, 16: 279-301. [4] Chao-Qiang Dong, Rong-Jun Zhang*, Jun-Jie Zheng, Wen-Hao Jiang. Strength behavior of dredged mud slurry treated jointly by cement, metakaolin and flocculant. Applied Clay Science, 2020, 193: 105676. [5] Rong-jun Zhang, Yao-lin Zheng, Jun-Jie Zheng*, Chao-qiang Dong, Zhan Lu. Flocculation–solidification combined method for treatment of hydraulically dredged mud at extra high water content, Acta Geotechnica, 2020, 15: 1685-1698. [6] Rong-jun Zhang，Chao-qiang Dong，Zhan Lu，He-fu Pu*. Strength characteristics of hydraulically dredged mud slurry treated by flocculation-solidification combined method, Construction and Building Materials, 2019, 228: 116742. [7] Hefu Pu, Jinwei Qiu, Rongjun Zhang*, JunjieZheng. Assessment of consolidation-induced VOC transport for a GML/GCL/CCL composite liner system, Geotextiles and Geomembranes, 2018, 46(4): 455-469. [8] Rong-Jun Zhang, Junjie Zheng, Xiaoya Bian*. Experimental investigation on effect of curing stress on the strength of cement-stabilized clay at high water content, Acta Geotechnica, 2017, 12(4): 921-936. [9] R. J. Zhang, Y. T. Lu*, T. S. Tan, K. K. Phoon, F.ASCE, A. M. Santoso. Long-Term Effect of Curing Temperature on the Strength Behavior of Cement-Stabilized Clay, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2014, 140(8): 04014045. [10] R. J. Zhang*, A. M. Santoso, T. S. Tan, K. K. Phoon, F.ASCE. Strength of High Water-Content Marine Clay Stabilized by Low Amount of Cement. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2013, 139(12): 2170-2181. [11] RongJun Zhang, JunJie Zheng*, Shun Yu. Responses of piles subjected to excavation-induced vertical soil movement considering unloading effect and interfacial slip characteristics, Tunnelling and Underground Space Technology, 2013, 36: 66-79. [12] Rong-Jun Zhang, Jun-Jie Zheng*, Pei-Ying Li, Juan Zhang, Shun Yu. A method for predicting mechanical behaviour of HPJG–Anchors –Part I: Mechanical characteristics and load transfer models, Computers and Geotechnics, 2012, 45: 62-73. [13] Rong-Jun Zhang, Jun-Jie Zheng*, Pei-Ying Li, Juan Zhang, Shun Yu. A method for predicting mechanical behaviour of HPJG-Anchors –Part II: Prediction procedure, verifications and parametric studies, Computers and Geotechnics, 2012, 45: 44-52. （SCI, EI） [14] Rong-Jun Zhang, Jun-Jie Zheng*, Li-Min Zhang, He-Fu Pu. An analysis method for the influence of tunneling on adjacent loaded pile groups with rigid elevated caps, International Journal for Numerical and Analytical Methods in Geomechanics, 2011, 35(18): 1949-1971. [15] Rongjun Zhang, Junjie Zheng*, Hefu Pu, Limin Zhang. Analysis of excavation-induced responses of loaded pile foundations considering unloading effect, Tunnelling and Underground Space Technology, 2011, 26(2): 320-335.
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