一、代表性论文（Ten selected papers） 1. Penghai Deng, Quansheng Liu*, Hao Ma, Fan He, Qi Liu. Time-dependent crack development processes around underground excavations [J]. Tunnelling and Underground Space Technology, 2020, 103: 103518. 2. Penghai Deng, Quansheng Liu*. Influence of the softening stress path on crack development around underground excavations: Insights from 2D-FDEM modelling [J]. Computers and Geotechnics, 2020, 117: 103239. 3. Penghai Deng, Quansheng Liu*, Xing Huang, Yucong Pan, Jian Wu. FDEM numerical modeling of failure mechanisms of anisotropic rock masses around deep tunnels [J]. Computers and Geotechnics, 2021, 142: 104535. 4. Penghai Deng, Quansheng Liu*, Haifeng Lu. FDEM numerical study on the mechanical characteristics and failure behavior of heterogeneous rock based on the Weibull distribution of mechanical parameters [J]. Computers and Geotechnics, 2023, 154: 105138. 5. Penghai Deng, Quansheng Liu*, Haifeng Lu. A novel joint element parameter calibration procedure for the combined finite-discrete element method [J]. Engineering Fracture Mechanics, 2022, 276: 108924. 6. Penghai Deng, Quansheng Liu*, Xing Huang, Qi Liu, Hao Ma, Weiwei Li. Acquisition of normal contact stiffness and its influence on rock crack propagation for the combined finite-discrete element method (FDEM) [J]. Engineering Fracture Mechanics, 2021, 242: 107459. 7. Penghai Deng, Quansheng Liu*, Xing Huang, Yin Bo, Qi Liu, Weiwei Li. Sensitivity analysis of fracture energies for the combined finite-discrete element method (FDEM) [J]. Engineering Fracture Mechanics, 2021, 251: 107793. 8. Penghai Deng, Quansheng Liu*, Xing Huang, Hao Ma. A new hysteretic damping model and application for the combined finite-discrete element method (FDEM) [J]. Engineering Analysis with Boundary Elements, 2021, 132: 370-382. 9. Penghai Deng, Quansheng Liu*. A new floor heave mechanism considering the influences of the in-situ stress lateral coefficient and rock tensile strength [J]. European Journal of Environmental and Civil Engineering, 2023: 2189930. 10. Penghai Deng, Quansheng Liu*, Bin Liu, Haifeng Lu. Failure mechanism and deformation prediction of soft rock tunnels based on a combined finite–discrete element numerical method [J]. Computers and Geotechnics, 2023, 161: 105622. 11. Quansheng Liu, Penghai Deng*. A numerical investigation of element size and loading/unloading rate for intact rock in laboratory-scale and field-scale based on the combined finite-discrete element method [J]. Engineering Fracture Mechanics, 2019, 211: 442-462. 12. 邓鹏海, 刘泉声*, 黄兴, 潘玉丛, 伯音. 水平层状软弱围岩破裂碎胀大变形机制有限元−离散元耦合数值模拟研究 [J]. 岩土力学, 2022, 43(S2): 508-523. 13. 邓鹏海, 刘泉声*, 黄兴. 基于Weibull分布的非均质隧洞围岩破裂碎胀FDEM数值模拟研究 [J]. 工程力学, 2023. 14. 邓鹏海, 刘泉声*, 黄兴. 隧道底板渐进破裂碎胀大变形：一种新的底鼓力学机制研究 [J]. 岩土力学, 2023. 15. 邓鹏海, 刘泉声*. 高应力软岩隧道破裂碎胀米级大变形机理研究 [J]. 中国公路学报, 2023. 16. 邓鹏海*, 刘泉声. 基于FDEM数值模拟的软岩大变形预测及新分级研究 [J]. 中国公路学报, 2023. 17. 邓鹏海, 刘泉声*, 卢海峰, 徐浩然, 纪杰. 基于FDEM数值模拟的土石混合体力学特性及破坏行为研究 [J]. 工程力学, 2023 . 18. 刘泉声, 邓鹏海*, 毕晨, 李伟伟, 刘军. 深部巷道软弱围岩破裂碎胀过程及锚喷-注浆加固FDEM数值模拟 [J]. 岩土力学, 2019, 40(10): 4065-4083. 二、授权发明专利 1. 邓鹏海, 刘泉声, 徐晓瑜. 一种恒阻大变形锚杆隧道围岩加固数值模拟方法. 发明授权. 2. 邓鹏海, 刘泉声. 隧道围岩破裂碎胀大变形失稳灾变过程数值模拟方法. 发明授权. 3. 邓鹏海, 刘泉声, 吴坚. 一种有限元-离散元耦合数值模拟程序(FDEM)输入参数快速标定方法. 发明授权. 4. 邓鹏海, 刘泉声. 一种层状岩体FDEM数值模拟输入参数标定方法. 发明授权. 5. 邓鹏海, 刘泉声. 一种消除加载率效应的断裂能精准标定方法. 发明授权. 6. 邓鹏海, 刘泉声, 康瑶莉. 一种粘性土-岩石隧道开挖耦合数值方法. 发明授权. |
