Peng-Zhi Pan 
- (2024): Effect of Lateral Pressure on the Stability of Inclined Layered Rock Tunnel: A 3D-printed Model Investigation by Cement-based Materials. In: Case Studies in Construction Materials, v. 21 (Dezember 2024).
- (2024): Role of foliation occurrence and stress orientation on asymmetric failure in foliated rock tunnel: insight from numerical simulation. In: Engineering Failure Analysis, v. 160 (Juni 2024).
- (2024): Dynamic responses of a shallow lined tunnel with imperfect interface under transient P wave. In: International Journal of Structural Stability and Dynamics, v. 24, n. 17 (April 2024).
- (2023): A Hybrid Anisotropic Elastoplastic Model for Layered Rock Mass and Numerical Implementation. In: International Journal of Geomechanics, v. 23, n. 4 (April 2023).
- (2022): Real-time monitoring of the development of brittle fracture in hard rock tunnels based on physical model test. In: Tunnelling and Underground Space Technology, v. 119 (Januar 2022).
- (2021): A hybrid approach to predict hang-up frequency in real scale block cave mining at El Teniente mine, Chile. In: Tunnelling and Underground Space Technology, v. 118 (Dezember 2021).
- (2020): Study on Probabilistic Damage Constitutive Relation of Rocks Based on Maximum-Entropy Theory. In: International Journal of Geomechanics, v. 20, n. 2 (Februar 2020).
- (2020): Laboratory Observation of Spalling Process Induced by Tangential Stress Concentration in Hard Rock Tunnel. In: International Journal of Geomechanics, v. 20, n. 3 (März 2020).
- (2020): Observe the temporal evolution of deep tunnel's 3D deformation by 3D laser scanning in the Jinchuan No. 2 Mine. In: Tunnelling and Underground Space Technology, v. 97 (März 2020).
- (2020): Modeling transient excavation-induced dynamic responses in rock mass using an elasto-plastic cellular automaton. In: Tunnelling and Underground Space Technology, v. 96 (Februar 2020).
- (2019): "Wireline + Wireless" Networking Remote Monitoring Technology for Analysing the Unloading Deformation Characteristics of the Fractured Surrounding Rock Mass Induced by Underground Excavation. In: Advances in Civil Engineering, v. 2019 ( 2019).
- (2019): Characteristics of the microseismicity resulting from the construction of a deeply-buried shaft. In: Tunnelling and Underground Space Technology, v. 85 (März 2019).
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