论文成果:
[1] Chen J,Zhang C*, Li C, Guan C (2024). A state-dependent bounding surface model of coarse-grained materials considering effect of initial grain size distribution. Computers and Geotechnics, 169 (2024) 106187.
[2] Qian J,Zhang C*, Zhou W, Tang Y, Li J, Li C (2024). A thermodynamically consistent constitutive model for soil-rock mixtures: A focus on initial fine content and particle crushing. Computers and Geotechnics, 169 (2024) 206233
[3] Tang Y,Zhang C*, Li C, Zhao J (2024). A simple gradation-state-dependent model for granular materials. Computers and Geotechnics
[4] Wang Z,Zhang C*(2024). Computational modelling of microwave-induced fractures in igneous rocks using phase field method. International Journal of Rock Mechanics and Mining Sciences, 176 (2024) 105719
[5] Weiru Zhou,Chunshun Zhang, Lei He, Junfeng Qian, Run Shi (2023). A Thermodynamically Consistent 3D Breakage Model Considering Intermediate Principal Stress for Granular Crushing Problems. International Journal of Geomechanics, 23(11): 04023189
[6]Zhang C, Nguyen G D, Einav I (2013). The end-bearing capacity of piles penetrating into crushable soils. Geotechnique, 63(5): 341-354. JCR Q1 IF: 5.8. 岩土顶刊《Géotechnique》最佳论文奖，创刊50年来首位华人获奖者。
[7]Zhang C, Yang Z X, Nguyen G D, Jardine R J, Einav I (2014). Theoretical breakage mechanics and experimental assessment of stresses surrounding piles penetrating into dense silica sand. Geotechnique Letters, 4:11-16. JCR Q4 IF: 2.1
[8]Zhang C, Ji J, Gui Y, Kodikara J, Yang S, He L (2016). Evaluation of soil - concrete interface shear strength based on least squares support vector machine. Geomechanics and Engineering, 11(3): 361-372. JCR Q2 IF: 3.2
[9]Zhang C*, Nguyen G D, Kodikara J (2016). An application of breakage mechanics for predicting energy–size reduction relationships in comminution. Powder Technology, 287: 121-130. JCR Q1 IF: 5.2
[10]Zhang C*, Ji J, Yang S, Kodikara J (2017). Implicit integration of simple breakage constitutive model for crushable granular materials: A numerical test. Computers and Geotechnics, 82: 43-53. JCR Q1 IF: 5.3
[11]Zhang C, Ji J, Kodikara J, Rajani B (2017). Hyperbolic constitutive model to study cast iron pipes in 3-D nonlinear finite element analyses, Engineering Failure Analysis, 75: 26-36. JCR Q1 IF: 4.0
[12]Zhang C., Rathnayaka S, Shannon B, JI J, Kodikara J (2017). Numerical interpretation of pressurized corroded cast iron pipe tests, International Journal of Mechanical Sciences, 128-129: 116-124. JCR Q1 IF: 7.3
[13]Zhang C, Ji J, Kodikara J, Yilin Gui (2017). Evaluation of the performance of a breakage model for high porosity Haubourdin chalk. Computers and Geotechnics, 90: 113-119. JCR Q1 IF: 5.3
[14] Wen S,Zhang C*(2022). Experimental and simulation study on rock-breaking efficiency of disc cutters on composite rocks, International Journal of Rock Mechanics and Mining Sciences, 153, 105089. JCR Q1 IF: 7.2
[15] Ji J,Zhang C*, Kodikara J, Yang S (2015). Prediction of stress concentration factor of corrosion pits on buried pipes by least squares support vector machine. Engineering Failure Analysis, 55: 131-138. JCR Q1 IF: 4.0
[16] Ji J,Zhang C*, Gao Y F, Kodikara J (2018). Effect of 2D spatial variability on slope reliability: a simplified FORM analysis. Geoscience Frontiers, 9(6): 1631-1638. JCR Q1 IF: 8.9; 高被引论文
[17] Hu P,Zhang, C*, Wen S, Wang Y (2019). Dynamic Responses of High-Speed Railway Transition Zone with Various Subgrade Fillings. Computers and Geotechnics, 108: 17-26. JCR Q1 IF: 5.3
[18] Wen S.,Zhang C*, Zhang Y (2019). Favorable driving direction of double shield TBM in deep mixed rock strata: numerical investigations to reduce shield entrapment. Geomechanics and Engineering, 17(3): 237-245. JCR Q2 IF: 3.2
[19] Wen S,Zhang C*, Chang Y, Hu P (2020). Dynamic compression characteristics of layered rock mass of significant strength changes for adjacent layers. Journal of Rock Mechanics and Geotechnical Engineering, 12 (2): 353-365. JCR Q1 IF: 7.3
[20] Hu P*,Zhang C*, Guo W*, Wang Y (2020). Dynamic Response of a Bridge–Embankment Transition with Emphasis on the Coupled Train–Track–Subgrade System. Applied Sciences, 10(17), 5982. JCR Q2 IF: 7
[21] Wen S, Huang R,Zhang C*, Zhao X (2023). Mechanical behavior and failure mechanism of composite layered rocks under dynamic tensile loading. International Journal of Rock Mechanics and Mining Sciences, 170 (2023) 105533. JCR Q1 IF: 7.2
[22] Wang Y X, Shan S B,Zhang C*, Guo P P (2019). Seismic response of tunnel lining structure in a thick expansive soil stratum. Tunnelling and Underground Space Technology, 88: 250-259. JCR Q1 IF: 6.9, 高被引论文、热点论文
[23] Lin H, Lei D,Zhang C*, Wang Y, Zhao Y (2020). Deterioration of non-persistent rock joints: A focus on impact of freeze–thaw cycles. International Journal of Rock Mechanics and Mining Sciences, 135, 104535. JCR Q1 IF: 7.2
[24] Zhao Y,Zhang C*, Wang Y, Lin H (2021). Shear-related roughness classification and strength model of natural rock joint based on fuzzy comprehensive evaluation. International Journal of Rock Mechanics and Mining Sciences, 137, 104550. JCR Q1 IF: 7.2, 高被引论文
[25] Li X,Zhang C*, Xiao H*, Jiang W, Qian J, Li Z (2021). Reducing compressibility of expansive soil by Microbiological-induced carbonate precipitation, Advances in Civil Engineering. JCR Q3 IF: 1.8
[26] Zhao Y, Liu Q,Zhang C*, Liao J, Lin H, Wang Y (2021). Coupled seepage-damage effect in fractured rock masses: model development and a case study. International Journal of Rock Mechanics and Mining Sciences, 144, 104822. JCR Q1 IF: 7.2
[27] Yu C, Tian W,Zhang C*, Chai S, Cheng X, Wang X (2021). Temperature-dependent mechanical properties and crack propagation modes of 3D printed sandstones. International Journal of Rock Mechanics and Mining Sciences 146, 104868. JCR Q1 IF: 7.2
[28] Long H, Wang Z,Zhang C*, Zhuang H, Chen W, Peng C (2021).Nonlinear study on the structure-soil-structure interaction of seismic response among high-rise buildings. Engineering Structures, 242, 112550. Q1 IF: 5
[29] Jiang W,Zhang C*, Xiao H*, Luo S, Li Z, Li X (2021). Preliminary study on microbially modified expansive soil of embankment. Geomechanics and Engineering 26 (3), 301-309. IF: 3.2
[30] Zhao YL*, Liu JH,Zhang C*, Zhang HQ, Liao J, Zhu ST, Zhang LY (2023) Mechanical behavior of sandstone during post-peak cyclic loading and unloading under hydromechanical coupling. International Journal of Mining Sciences and Technology, 33, 927-947. JCR Q1 IF: 11.8
[31] Yanlin Zhao*, Jinhai Liu,Chunshun Zhang*, Houquan Zhang, Jian Liao, Sitao Zhu, Lianyang Zhang (2023). Mechanical behavior of sandstone during post-peak cyclic loading and unloading under hydromechanical coupling. International Journal of Mining Science and Technology 33: 927–947. JCR Q1 IF: 11.8
[32] Ji J*, Lai J H, Fu G,Zhang C*, Jayantha K (2020). Probabilistic failure investigation of small diameter cast iron pipelines for water distribution. Engineering Failure Analysis, 108: 104239. JCR Q1 IF: 4.0
[33] Hu P,Zhang C, Chen S, Wang Y, Wang W, Duan W. (2018). Dynamic responses of bridge–embankment transitions in high-speed railway: Field tests and data analyses. Engineering Structures, 175: 565-576. JCR Q1 IF: 5.5
[34] Ji J,Zhang C, Gao Y, Kodikara J (2019). Reliability-based design for geotechnical engineering: An inverse FORM approach for practice. Computers and Geotechnics, 111: 22-29. JCR Q1 IF: 5.3, 高被引论文
[35] JI J,Zhang C, Gui Y, Lü Q, Kodikara J. (2017). New observations on the application of LS-SVM to slope system reliability analysis, Journal of Computing in Civil Engineering, 06016002: 1-9. JCR Q1 IF: 6.9
[36] Xiao H B,Zhang C, Wang Y H, Fan Z H (2011). Pile-Soil Interaction in Expansive Soil Foundation: Analytical Solution and Numerical Simulation. International Journal of Geomechanics, 11(3): 159-166. JCR Q3 IF: 3.7
[37] Chen, L., Ghorbani, J.,Zhang C., & Kodikara, J. (2022). Stress overshooting solution for soil plasticity models. Computers and Geotechnics, 152, 105008. JCR Q1 IF: 5.3
[38] Chen L, Ghorbani J,Zhang C, Dutta TT, Kodikara J (2021). A novel unified model for volumetric hardening and water retention in unsaturated soils, Computers and Geotechnics 140, 104446. JCR Q1 IF: 3
[39] Dong Z, Kuo C,Zhang C, Guo Q, Zeng F (2021). Transverse seismic vulnerability analysis of tunnels based on modified IDA method, Earthquakes and Structures 20 (6), 639-653. JCR Q4 IF: 5
[40] Du S, Li D,Zhang C, Mao D, Ruan B (2020). Deformation and strength properties of completely decomposed granite in a fault zone. Geomech. Geophys. Geo-energ. Geo-resour., 7:13. JCR Q1 IF: 5.0
[41] Rathnayaka S, Shannon B,Zhang C, Kodikara J (2017). Introduction of leak-before-break (LBB) concept for cast iron water pipes on the basis of laboratory experiments, Urban Water Journal, 14(8): 820-828. JCR Q2 IF: 2.7
[42] JI J, Robert D,Zhang C, Kodikara JK (2017). Probabilistic physical modelling of corroded cast iron pipes for lifetime prediction. Structural Safety, 64: 62-75. JCR Q1 IF: 5.8
[43] Huang Y H, Yang S Q,Zhang C(2017). Strength failure behavior of granite specimen containing two holes under Brazilian test. Geomechanics and Engineering, 12(6): 919-933. JCR Q2 IF: 3.2
[44] Ravin N D, Suranji R,Zhang C, Fu G, Benjamin S, Wong L, Kodikara J (2019). Characterization of corrosion morphologies from deteriorated underground cast iron water pipes, Materials and Corrosion, 70(10): 1837-1851. JCR Q3 IF: 1.8
[45] Gui Y L, Zhao Z Y,Zhang C, Ma SQ (2017). Numerical investigation of the opening effect on the mechanical behaviours in rocks under uniaxial loading using hybrid continuum discrete element method. Computers and Geotechnics 90: 55-72. JCR Q1 IF: 5.3
[46] Deo, R. N., Azoor, R. M.,Zhang C, Kodikara, J. K (2018). Decoupling pipeline influences in soil resistivity measurements with finite element techniques. Journal of Applied Geophysics, 150: 304-313. JCR Q3 IF: 2.0
[47] Huang Y H, Yang S Q, Tian W L, Zhao J, Ma D,Zhang C. (2017). Physical and mechanical behavior of granite containing pre-existing holes after high temperature treatment. Archives of Civil and Mechanical Engineering, 17 (4): 912-925. JCR Q1 IF: 4.4
[48] Zhang, W., Ji, J., Gao, Y., Li, X.,Zhang C. (2020). Spatial variability effect of internal friction angle on the post-failure behavior of landslides using a random and non-Newtonian fluid based SPH method, Geoscience Frontiers. DOI: 10.1016/j.gsf.2020.02.003. JCR Q1 IF: 8.9
[49] Wei L, Li S, Lin Y, He Q,Zhang C(2020). Dynamic performance of a deep buried pile-plank structure transition section for a high-speed railway-Field tests and numerical analyses. Transportation Geotechnics, 25, 100408. JCR Q1 IF: 5.3
[50] Ji J, Gao Y, Lv Q, Wu Z, Zhang W,Zhang C. (2019). China's early warning system progress, Science 365(6451):332.1-332. JCR Q1 IF: 9
