Qihua Zhao 
- : Damage prediction for tunnel lining considering mechanical behaviour of fibre reinforced concrete with action of train loading. In: European Journal of Environmental and Civil Engineering.
- (2022): An experimental evaluation of pile-anchor strengthening mechanics for existing tunnels in landslide region. In: Underground Space, v. 7, n. 2 (April 2022).
- (2021): Steelframe reinforced plug joint towards seamless bridge deck. Presented at: IABSE Congress: Resilient technologies for sustainable infrastructure, Christchurch, New Zealand, 3-5 February 2021.
- (2017): Analytical prediction for ground movements and liner internal forces induced by shallow tunnels considering non-uniform convergence pattern and ground-liner interaction mechanism. In: Soils and Foundations, v. 57, n. 2 (April 2017).
- (2020): Interaction Analyses between Existing Pipeline and Quasi-Rectangular Tunneling in Clays. In: KSCE Journal of Civil Engineering, v. 25, n. 1 (October 2020).
- (2020): Calculative Width of Pile Foundation on Slope Based on Particle Image Velocimetry (PIV). In: Advances in Civil Engineering, v. 2020 (January 2020).
- (2020): Seismic Performance of Circular Concrete Columns Reinforced by PC Strands. In: Journal of Advanced Concrete Technology, v. 18, n. 5 (9 May 2020).
- (2019): Analytical Prediction for Tunnel-Soil-Pile Interaction Mechanics based on Kerr Foundation Model. In: KSCE Journal of Civil Engineering, v. 23, n. 6 (May 2019).
- (2016): Identification of structural domains considering the size effect of rock mass discontinuities: A case study of an underground excavation in Baihetan Dam, China. In: Tunnelling and Underground Space Technology, v. 51 (January 2016).
- (2018): Experimental and Numerical Study of the Failure Behavior of Intermittent Rock Joints Subjected to Direct Shear Load. In: Advances in Civil Engineering, v. 2018 ( 2018).
- (2018): Cracking and Failure in Rock Specimen Containing Combined Flaw and Hole under Uniaxial Compression. In: Advances in Civil Engineering, v. 2018 ( 2018).
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