Yujing Jiang 
- (2024): A novel implementation method of GZZ-based constitutive model into FLAC3D. In: Tunnelling and Underground Space Technology, v. 145 (März 2024).
- (2023): Mechanics, damage and energy degradation of rock-concrete interfaces exposed to high temperature during cyclic shear. In: Construction and Building Materials, v. 405 (November 2023).
- (2023): Coupled rheological behavior of tunnel rock masses reinforced by rock bolts based on the non-hydrostatic stress field. In: Tunnelling and Underground Space Technology, v. 137 (Juli 2023).
- (2018): A modified strain-softening model with multi-post-peak behaviours and its application in circular tunnel. In: Engineering Geology, v. 240 (Juni 2018).
- (2021): Failure behavior and reinforcing design of degraded tunnel linings based on the three-dimensional numerical evaluation. In: Engineering Failure Analysis, v. 129 (November 2021).
- (1993): An Analysis On Behavior of Strain-softening And Dilatant Rock Around An Opening Under Non-hydrostatic Stress Condition. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 481 ( 1993).
- (1995): A Mapping Method For The Prediction Of Plastic Zone Around Non-circular Underground Openings. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 517 (Juni 1995).
- (1997): The Mechanical Effect Of Grouted Rock Bolts On Tunnel Stability. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 561 (März 1997).
- (1997): Application Of Large Strain Analysis For Estimation Of Behavior And Stability Of Rock Mass. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 575 (September 1997).
- (1999): A New Approach Of Modeling Generation And Progress Of Cracks In Discontinuous Rock Masses By Using Distinct Element Method. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 631 ( 1999).
- (2000): Designing And Executing Environmental-friendly Reinforcement System To Stabilize A Progressively Failed Historical Waterfall. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 644 (März 2000).
- (2001): Evaluation Of Shear Behavior Of In-situ Rock Mass By Numerical Simulation Using Discontinuous Analysis Method. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 680 (Juni 2001).
- (2021): Anti-plane seismic performance of a shallow-buried tunnel with imperfect interface in anisotropic half-space. In: Tunnelling and Underground Space Technology, v. 112 (Juni 2021).
- (2012): Evaluation of Dynamic Behavior of Bedrock Foundation Based on FEM and DEM Simulations. In: Journal of Civil Engineering and Architecture, v. 6, n. 12 (Dezember 2012).
- (2021): Deformation and mechanical characteristics of tunneling in squeezing ground: A case study of the west section of the Tawarazaka Tunnel in Japan. In: Tunnelling and Underground Space Technology, v. 109 (März 2021).
- (2017): Estimation of reinforcing effects of FRP-PCM method on degraded tunnel linings. In: Soils and Foundations, v. 57, n. 3 (Juni 2017).
- (2011): Geo- and Hydro-Mechanical Evaluation of Slope Failure Induced by Torrential Rains in Northern-Kyushu Area, July 2009. In: Soils and Foundations, v. 51, n. 4 (August 2011).
- (2010): Behavior of Large Scale Underground Cavern Located in Jointed Rock Masses Evaluated by Using Distinct Element Method. In: Soils and Foundations, v. 50, n. 5 (Oktober 2010).
- (2020): A closed-form hydraulic-mechanical coupling solution of a circular tunnel in elastic-brittle-plastic rock mass. In: European Journal of Environmental and Civil Engineering, v. 26, n. 8 (September 2020).
- (2019): An Extension Theoretical Model for Grouting Effect Evaluation in Sand Stratum of Metro Construction. In: KSCE Journal of Civil Engineering, v. 23, n. 5 (März 2019).
- (2019): Anti-plane dynamic response of a non-circular tunnel with imperfect interface in anisotropic rock mass. In: Tunnelling and Underground Space Technology, v. 87 (Mai 2019).
- (2013): Estimation of dynamic behaviors of bedrock foundation subjected to seismic loads based on FEM and DEM simulations. In: KSCE Journal of Civil Engineering, v. 17, n. 2 (März 2013).
- (2014): Estimation of effect of voids on frequency response of mountain tunnel lining based on microtremor method. In: Tunnelling and Underground Space Technology, v. 42 (Mai 2014).
- (2012): Markovian geology prediction approach and its application in mountain tunnels. In: Tunnelling and Underground Space Technology, v. 31 (September 2012).
- (2004): An analytical model to predict axial load in grouted rock bolt for soft rock tunnelling. In: Tunnelling and Underground Space Technology, v. 19, n. 6 (November 2004).
- (2006): Influence of geometrical distribution of rock joints on deformational behavior of underground opening. In: Tunnelling and Underground Space Technology, v. 21, n. 5 (September 2006).
- (2008): Model experiments for examining heaving phenomenon in tunnels. In: Tunnelling and Underground Space Technology, v. 23, n. 2 (März 2008).
- (2008): A new rheological model and its application in mountain tunnelling. In: Tunnelling and Underground Space Technology, v. 23, n. 3 (Mai 2008).
- (2016): The nature frequency identification of tunnel lining based on the microtremor method. In: Underground Space, v. 1, n. 2 (Dezember 2016).
- (2019): Influence of confining pressure-dependent Young's modulus on the convergence of underground excavation. In: Tunnelling and Underground Space Technology, v. 83 (Januar 2019).
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