Liqiang Cao 
- (2024): Theoretical prediction of ground settlements due to shield tunneling in multi-layered soils considering process parameters. In: Underground Space, v. 16 (Juni 2024).
- (2024): Prediction of the slurry pressure and inversion of formation characteristics based on a machine learning algorithm during tunnelling in a fault fracture zone. In: Tunnelling and Underground Space Technology, v. 144 (Februar 2024).
- (2022): Movements and Its In-Process Control of Ground and Built Structures due to Tunnelling in Urban Areas. In: Advances in Civil Engineering, v. 2022 (Januar 2022).
- (2022): Experimental investigation of the dynamic sealing of shield tail grease under high water pressure. In: Tunnelling and Underground Space Technology, v. 121 (März 2022).
- (2020): Semi-analytical prediction for tunnelling-induced ground movements in multi-layered clayey soils. In: Tunnelling and Underground Space Technology, v. 102 (August 2020).
- (2020): Face stability of shallow tunnelling in sandy soil considering unsupported length. In: Tunnelling and Underground Space Technology, v. 102 (August 2020).
- (2020): Movements of ground and existing structures induced by slurry pressure-balance tunnel boring machine (SPB TBM) tunnelling in clay. In: Tunnelling and Underground Space Technology, v. 97 (März 2020).
- (2019): Surface settlement of subway station construction using pile-beam-arch approach. In: Tunnelling and Underground Space Technology, v. 90 (August 2019).
- (2018): Subway station construction using combined shield and shallow tunnelling method: Case study of Gaojiayuan station in Beijing. In: Tunnelling and Underground Space Technology, v. 82 (Dezember 2018).
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