Rongzhu Liang 
- (2024): Elasto-plastic solution for tunnelling-induced nonlinear responses of overlying jointed pipelines in sand. In: Tunnelling and Underground Space Technology, v. 152 (October 2024).
- (2024): Analytical approach for longitudinal deformation of shield tunnels considering bending-shear-torsional effects of circumferential joints. In: Tunnelling and Underground Space Technology, v. 152 (October 2024).
- : Simple approach to assessing excess pore water pressure induced by shield tunneling in saturated-unsaturated clay soil. In: European Journal of Environmental and Civil Engineering.
- (2024): Simplified Method for Predicting the Shield Tunnel Longitudinal Responses to Over-Crossing Tunneling Considering Circumferential Joint Effect. In: International Journal of Geomechanics, v. 24, n. 7 (July 2024).
- (2024): Performances of Shield-Driven Tunnels Subjected to Excavation of a Large-Scale Basement in Soft Soils. In: International Journal of Geomechanics, v. 24, n. 3 (March 2024).
- (2023): Flexible support of a pile embedded in unsaturated soil under Rayleigh waves. In: Earthquake Engineering and Structural Dynamics, v. 52, n. 1 (February 2023).
- (2022): Experimental investigation on the deformation characteristics of locking-steel- pipe (LSP) pile retaining structure during excavation in sand. In: Underground Space, v. 7, n. 6 (December 2022).
- (2017): Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect. In: Computers and Geotechnics, v. 81 (January 2017).
- (2021): Performances of adjacent metro structures due to zoned excavation of a large-scale basement in soft ground. In: Tunnelling and Underground Space Technology, v. 117 (November 2021).
- (2019): Simplified analytical method for evaluating the effects of overcrossing tunnelling on existing shield tunnels using the nonlinear Pasternak foundation model. In: Soils and Foundations, v. 59, n. 6 (December 2019).
- (2020): Torsional complex impedance of pipe pile considering pile installation and soil plug effect. In: Soil Dynamics and Earthquake Engineering, v. 131 (April 2020).
- (2018): Simplified method for evaluating shield tunnel deformation due to adjacent excavation. In: Tunnelling and Underground Space Technology, v. 71 (January 2018).
- (2016): Effects of above-crossing tunnelling on the existing shield tunnels. In: Tunnelling and Underground Space Technology, v. 58 (September 2016).
Structurae cooperates with
