Qian Bai
- Laboratory testing of settlement propagation induced by pipe-roof pre-support deformation in sandy soils. In: Tunnelling and Underground Space Technology, v. 146 (April 2024). (2024):
- Fatigue study on improved composite box girder bridge with corrugated steel webs. In: Journal of Constructional Steel Research, v. 213 (Februar 2024). (2024):
- Transverse - longitudinal flexural performance of steel tube slab composite slabs: A novel pipe roofing system for metro station. In: Tunnelling and Underground Space Technology, v. 140 (Oktober 2023). (2023):
- (2023): Test Study on the Influence of Foundation Pit Excavation on the Surface Settlement of Sandy Soil Natural Foundation of Adjacent Buildings. In: Buildings, v. 13, n. 5 (27 April 2023).
- (2023): Influence of Underground Excavation Expansion on Surrounding Rock Characteristics at Intersection of Ventilation Shaft and Tunnel: A Case Study. In: Buildings, v. 13, n. 2 (14 Februar 2023).
- Test and Numerical Simulation of Excavation of Subway Stations Using the Small Pipe–Roof–Beam Method. In: International Journal of Geomechanics, v. 23, n. 4 (April 2023). (2023):
- Construction of subway station using the small pipe roof-beam method: A case study of Shifu Road station in Shenyang. In: Tunnelling and Underground Space Technology, v. 135 (Mai 2023). (2023):
- Flexural performance of steel tube roof slab and parameter optimization. In: Case Studies in Construction Materials, v. 18 (Juli 2023). (2023):
- Analysis of the influence of geometrical parameters of circular steel pipe with flange plate on the jacking force. In: Underground Space, v. 7, n. 3 (Juni 2022). (2022):
- Novel pipe-roof method for a super shallow buried and large-span metro underground station. In: Underground Space, v. 7, n. 1 (Februar 2022). (2022):
- Experimental and analytical study of shield tunnel face in dense sand strata considering different longitudinal inclination. In: Tunnelling and Underground Space Technology, v. 113 (Juli 2021). (2021):
- A case study on the stability of the shield excavation face in full-section coarse sand. In: Sustainable Cities and Society, v. 47 (Mai 2019). (2019):