论文成果:

[1] 张春顺, 林正鸿, 杨典森, 陈嘉瑞*, 考虑初始级配影响的粗粒土非线性弹性模型研究, 岩土力学, 2025, 46(3): 2-11.DOI:10.16285/j.rsm.2024.0527

[2] Ma, Z., Zhang, C.*, Li, C., Wei, W. & Dong, J. (2025). Laser rock-breaking mechanism considering rock inhomogeneity and the temperature effect. Computers and Geotechnics,179,107029-107029. DOI: https://doi.org/10.1016/j.compgeo.2024.107029

[3] Ma, Z., Zhang, C.*, Liu, Z., Ye, T., Li, C., Wei, W. & Dong, J. (2025). Experimental and numerical investigation of groove-assisted impact rock-breaking. Engineering Fracture Mechanics,314,110769-110769.DOI:https://doi.org/10.1016/j.engfracmech.2024.110769

[4] Ma, Z., Zhang, C.*, Liu, Y. & Pan, H.(2025). Damage characterization of laser-fractured granite: experimental validation and numerical modeling. Engineering Geology,355,108244-108244.DOI: https://doi.org/10.1016/j.enggeo.2025.108244

[5] Guan, C., Zhang, C.*, & Li, C. 2025. Influence of real particle morphology on single particle crushing behavior of rockfill based on FDEM. Journal of Rock Mechanics and Geotechnical Engineering 17(5). 2793-2809. DOI: https://doi.org/10.1016/j.jrmge.2024.05.021

[6] Guan, C., Zhang, C.*, Wu, Q., Wei, W., Dong, J. & Li, C. 2025. Morphological variability and its influence on the true triaxial mechanical response of rockfill: A DEM approach. Computers and Geotechnics 182 (107153.https://doi.org/10.1016/j.compgeo.2025.107153.

[7] Ye, T., Zhang, C.*, Chen, Z., & Li, C. Mohr-Coulomb strength and FDEM parameter determination of weathered granite via optimized neural network and deep learning. International Journal of Rock Mechanics and Mining Sciences, 2025, 194: 106233.DOI: https://doi.org/10.1016/j.ijrmms.2025.106233

[8] Ye, T., Chen, Z., Zhang, C.*, Li, C., Wei, W. & Dong, J. A novel XRF and machine learning-based method for predicting weathered rock strength. International Journal of Rock Mechanics and Mining Sciences, 2025, 191: 106130.DOI:https://doi.org/10.1016/j.ijrmms.2025.106130

[9] Ye, T., Jiang, Q., Jiang, S., Zhang, C.*. Wei, W., Dong, J. & Li, C. An efficient BPNN-NSGA-II-based calibration framework for finite-discrete element method in rock modeling. Computers and Geotechnics, 2025, 179: 107035.DOI:https://doi.org/10.1016/j.compgeo.2024.107035

[10] Ye, T., Li, F., Li, C. & Zhang, C.* Machine learning-FDEM-driven rapid identification and modeling of tunnel surrounding rock strength. Tunnelling and Underground Space Technology, 2025, 166: 106932.DOI: https://doi.org/10.1016/j.tust.2025.106932

[11] Chen, J., Tang, Y., Wang, S., Zhang, C.*, Li, C.,  Wei, W. & Dong, J. Monotonic triaxial testing and Hypoplastic Modelling of Calcareous Sand: A Focus on Particle Breakage and Initial Relative Density. Journal of Rock Mechanics and Geotechnical Engineering, (2025). DOI: https://doi.org/10.1016/j.jrmge.2025.04.018

[12] Chen, J., Tang, Y., Ye, J., Zhang, C.*, Li, C.  Wei, W. & Dong, J. Effects of loading paths and initial densities on mechanical response and gradation evolution of calcareous sand. Engineering Geology, 346 (2025) 107908. DOI: https://doi.org/10.1016/j.enggeo.2025.107908

[13] 陈嘉瑞, 汤耀岚, 张春顺*, 考虑颗粒破碎及与状态相关的钙质砂双屈服面弹-塑性本构模型, 岩土工程学报, 2025, DOI: 10.11779/CJGE20240841

[14] 陈嘉瑞, 樊宝云, 叶剑红, 张春顺*, 钙质砂颗粒破碎特性及破碎演化模型三轴试验研究, 岩土力学, 2025, 46(7): 2095-2105. DOI:10.16285/j.rsm.2024.1203

[15] Tang, Y., Zhang, C.*, Li, C., Zhou, W., Qian, J. & Zhao, J. Modelling of granular materials at crushing-dominant stage. Acta Geotechnica, 1-17 (2024). DOI: https://doi.org/10.1007/s11440-024-02383-z

[16] Tang, Y., Zhang, C.*, Li, C. & Zhao, J. A simple gradation-state-dependent model for granular materials. Computers and Geotechnics, 170, 106274 (2024). DOI: https://doi.org/10.1016/j.compgeo.2024.106274

[17] Chen, J., Zhang, C.*, Li, C. & Guan, C. A state-dependent bounding surface model of coarse-grained materials considering effect of initial grain size distribution. Computers and Geotechnics, 169 (2024) 106187.DOI: https://doi.org/10.1016/j.compgeo.2024.106187

[18] Tang, Y., Wang, S. & Zhang, C.* A gradation-dependent hypoplastic model for crushable sands. Acta Geotechnica, 1-17 (2024). DOI: https://doi.org/10.1007/s11440-024-02372-2

[19] Ye, T., Jiang, Q., Zhang, C.*, Ma, Z. & Li, C. High-speed long-runout landslide scraping and entrainment effects: A case study on Shuicheng landslide. Engineering Geology, 2024, 341: 107722.DOI: https://doi.org/10.1016/j.enggeo.2024.107722

[20] Tang, Y., Sun, Y., Zhu, Y., Zhang, C.* & Li, J. A unified hardening/softening elastoplastic model for rocks undergoing brittle-ductile transition with strength-mapping and fractional plastic flow rule. Computers and Geotechnics, 173, 106501 (2024). DOI: https://doi.org/10.1016/j.compgeo.2024.106501

[21] Tang, Y., Wang, S., Chen, L., Chen, J. & Zhang, C.* A gradation-density-dependent hypoplastic model for calcareous sand with particle crushing. Géotechnique, pp.1-43 (2024). DOI: https://doi.org/10.1680/jgeot.24.01284

[22] Tang, Y., Li, J., Wang, D., Li, C. & Zhang, C.* An energy-driven crushing-plasticity coupling model for grain crushing in porous rocks. International Journal of Rock Mechanics and Mining Sciences, 183, p.105931 (2024). DOI: https://doi.org/10.1016/j.ijrmms.2024.105931

[23] 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

[24] 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

[25] 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

[26] 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。

[27] 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

[28] 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

[29] 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

[30] 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

[31] 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

[32] 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

[33] 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

[34] 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

[35] 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

[36] 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

[37] 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

[38] 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

[39] 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

[40] 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

[41] 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

[42] 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

[43] 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

[44] 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

[45] 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

[46] 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

[47] 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

[48] 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

[49] 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

[50] 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

[51] 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

[52] 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

[53] 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

[54] 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

[55] 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

[56] 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

[57] 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

[58] 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

[59] 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

[60] 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

[61] 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

[62] 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

[63] 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

[64] 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

[65] 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

[66] 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

[67] 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

[68] 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

[69] 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

[70] 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