1) 工程岩体破裂机理与破裂过程连续-非连续分析方法  

2) 裂隙地质介质温度-渗流-应力-化学耦合过程  

3) 地下工程稳定性与灾害防控  

4) 深部工程围岩损伤时效演化机制与模拟研究    

[1] 主持国家杰出青年科学基金项目“工程岩体破裂机理与分析方法”。2022.1-2026.12  

[2] 主持国际合作项目DECOVALEX-2023 Task C “THM modelling of the FE experiment”、 Task D “Full-scale engineering barrier system experiment at Horonobe URL”（中方负责人）。2020.1-2023.12  

[3] 主持国家重点研发计划课题 “大型地质体控制型矿井群冲击地压协同防控方法与技术”。 2017/8-2020/12  

[4] 主持中国科学院前沿科学优秀青年人才重点项目“深部工程围岩损伤时效演化机制与模拟研究”。2016.8-2020.12  

[5] 主持中国科学院国际合作重点项目“高放废物地质处置围岩THM耦合长期行为研究”。2017.1-2019.12  

[6] 主持国家自然科学基金优秀青年科学基金项目“岩体非线性和非连续破坏机理与模拟方法”。2014.1-2016.12  

[7] 主持国家自然科学基金面上项目“高应力硬岩卸荷非连续变形破坏机理与模拟方法研究”。2013.1-2016.12  

[8] 主持国家自然科学基金面上项目“裂隙花岗岩蠕变过程及其渗透性演化的温度效应研究”。2010.1-2012.12  

[9] 主持国家自然科学基金青年基金项目“岩石破裂过程的三维演化细胞自动机水力耦合模型与仿真研究”。2008.1-2010.12  

[10] 主持国际合作项目DECOVALEX-2011 Task B“热力耦合作用下岩柱稳定性分析”（中方负责人之一）。2008.1-2011.12  

[11] 主持国际合作项目DECOVALEX-2015 Task B1“HE-E in-situ heater test at Mont Terri”、 Task B2“EBS experiment at Horonobe URL”和Task C1“THMC modeling of rock fractures”（中方负责人）。2012.1-2015.12  

[12] 作为学术骨干参与了  

1) 国家自然科学基金创新群体项目“重大岩石工程安全性分析预测与控制”  

2) 国家973项目“深部重大工程灾害的时空预测与动态调控理论”  

3) 国家自然科学基金国际合作重点项目“咸水含水砂岩层储存CO₂的安全性研究”  

4) 锦屏二级水利水电工程科研项目“深埋长大引水隧洞和洞室群的安全与预测研究”。  

5) 美国能源部项目“National Risk Assessment Partnership for geologic CO2 storage”  

[1] Hou, W., P.-Z. Pan* and Z. Wang* (2023). "Modeling of rock multiple fractures system with a new contact algorithm and a novel approach for complex topology construction." Theoretical and Applied Fracture Mechanics 124: 103778.  

[2] Wang, Z., P.-Z. Pan* and W. Hou* (2023). "A New Local Grid Reconstruction Algorithm for Cracking Simulation in Rock-Like Material." Rock Mechanics and Rock Engineering. https://doi.org/10.1007/s00603-022-03183-1  

[3] Miao, S. T., P. Z. Pan*, P. Y. Yu and W. B. Hou (2022). "Fracture Behaviour of Two Microstructurally Different Rocks Exposed to High Static Stress and Cyclic Disturbances." Rock Mechanics and Rock Engineering 55(6): 3621-3644.  

[4] Miao, S., Pan P.-Z.*, Zhao S., Han J. and Konicek P. (2021). "A New DIC-Based Method to Identify the Crack Mechanism and Applications in Fracture Analysis of Red Sandstone Containing a Single Flaw." Rock Mechanics and Rock Engineering 54, 3847-3871  

[5] Miao, S., Pan P.-Z.*, Konicek P., Yu P. and Liu K. (2021). "Rock damage and fracturing induced by high static stress and slightly dynamic disturbance with acoustic emission and digital image correlation techniques." Journal of Rock Mechanics and Geotechnical Engineering 13(5), 1002-1019.  

[6] Mei, W., Li M., Pan P.-Z.*, Pan J. and Liu K. (2021). "Blasting induced dynamic response analysis in a rock tunnel based on combined inversion of Laplace transform with elasto-plastic cellular automaton." Geophysical Journal International 225, 699-710.  

[7] Pan, P.-Z., S. Miao, Q. Jiang, Z. Wu and C. Shao (2020). "The Influence of Infilling Conditions on Flaw Surface Relative Displacement Induced Cracking Behavior in Hard Rock." Rock Mechanics and Rock Engineering 53(10), 4449-4470.  

[8] Pan, P.-Z., F. Yan, X.-T. Feng, Z. Wu and S. Qiu (2019). "Modeling of an excavation-induced rock fracturing process from continuity to discontinuity." Engineering Analysis with Boundary Elements 106, 286-299.  

[9] Miao, S., Pan P.-Z.*, Wu Z., Li S. and Zhao S. (2018). "Fracture analysis of sandstone with a single filled flaw under uniaxial compression." Engineering Fracture Mechanics 204, 319-343.  

[10] Pan, P.-Z., F. Yan, X.-T. Feng and Z.-H. Wu (2017). "Study on coupled thermo-hydro-mechanical processes in column bentonite test." Environmental Earth Sciences 76(17), 618.  

[11] Pan, P.-Z., X.-T. Feng, H. Zheng, and A. Bond (2016). An approach for simulating the THMC process in single novaculite fracture using EPCA. Environmental Earth Sciences 75(15): p. 1150.  

[12] Pan, P.-Z., J. Rutqvist, X.-T. Feng, and F. Yan (2014). An Approach for Modeling Rock Discontinuous Mechanical Behavior Under Multiphase Fluid Flow Conditions. Rock Mechanics and Rock Engineering 47(2): p. 589-603.  

[13] Pan, P.-Z., J. Rutqvist, X.-T. Feng, and F. Yan (2014). TOUGH–RDCA modeling of multiple fracture interactions in caprock during CO2 injection into a deep brine aquifer. Computers & Geosciences 65(0): p. 24-36.  

[14] Pan, P.-Z., J. Rutqvist, X.-T. Feng, and F. Yan (2013). Modeling of caprock discontinuous fracturing during CO2 injection into a deep brine aquifer. International Journal of Greenhouse Gas Control 19(0): p. 559-575.  

[15] Pan, P.-Z., F. Yan, and X.-T. Feng (2012). Modeling the cracking process of rocks from continuity to discontinuity using a cellular automaton. Computers & Geosciences 42(0): p. 87-99.   

[16] Pan, P.-Z., X.-T. Feng, and J.A. Hudson (2012), The influence of the intermediate principal stress on rock failure behaviour: A numerical study. Engineering Geology 124(0): p. 109-118.   

[17] Pan, P.-Z., X.-T. Feng, D.-P. Xu, L.-F. Shen, and J.-B. Yang (2011). Modelling fluid flow through a single fracture with different contacts using cellular automata. Computers and Geotechnics 38(8): p. 959-969.   

[18] Pan, P.Z., X.T. Feng, and J.A. Hudson (2009). Study of failure and scale effects in rocks under uniaxial compression using 3D cellular automata. International Journal of Rock Mechanics and Mining Sciences 46(4): p. 674-685.   

[19] Pan, P.Z., X.T. Feng, X.H. Huang, Q. Cui, and H. Zhou (2009). Coupled THM processes in EDZ of crystalline rocks using an elasto-plastic cellular automaton. Environmental Geology 57(6): p. 1299-1311.

[20] Feng, X. T., Pan P. Z. and Zhou H. (2006). "Simulation of the rock microfracturing process under uniaxial compression using an elasto-plastic cellular automaton." International Journal of Rock Mechanics and Mining Sciences 43(7), 1091-1108.