Qiang Huang
- (2023): A phase-field-based multi-physics coupling numerical method and its application in soil–water inrush accident of shield tunnel. In: Tunnelling and Underground Space Technology, v. 140 (Oktober 2023).
- (2023): Quantifying human mobility resilience to the COVID-19 pandemic: A case study of Beijing, China. In: Sustainable Cities and Society, v. 89 (Februar 2023).
- (2023): Modal analysis of subway tunnel in soft soil during operation. In: Underground Space, v. 8 (Februar 2023).
- (2021): Robotic binding of rebar based on active perception and planning. In: Automation in Construction, v. 132 (Dezember 2021).
- (2021): How did human dwelling and working intensity change over different stages of COVID-19 in Beijing?. In: Sustainable Cities and Society, v. 74 (November 2021).
- (2021): Probabilistic characteristics analysis for the time-dependent deformation of clay soils due to spatial variability. In: European Journal of Environmental and Civil Engineering, v. 26, n. 12 (Juni 2021).
- (2021): Field Measurement and Numerical Simulation of Train-Induced Vibration from a Metro Tunnel in Soft Deposits. In: Advances in Civil Engineering, v. 2021 (Januar 2021).
- (2017): Dynamic response and long-term settlement of a metro tunnel in saturated clay due to moving train load. In: Soils and Foundations, v. 57, n. 6 (Dezember 2017).
- (2013): Mesoscopic damage quantification research of the deformation and failure of granite under circulatory load with different frequencies. In: European Journal of Environmental and Civil Engineering, v. 17, n. 1 (Januar 2013).
- (2012): Control method of unfavorable speed interval for high-speed trains. In: Journal of Modern Transportation, v. 20, n. 3 (September 2012).
- (2016): Stress–strain relationship in axial compression for EPS concrete. In: Construction and Building Materials, v. 105 (Februar 2016).
- (2006): Microfluidic channel fabrication by PDMS-interface bonding. In: Smart Materials and Structures, v. 15, n. 1 (Februar 2006).
- (2018): Evaluation of train-induced settlement for metro tunnel in saturated clay based on an elastoplastic constitutive model. In: Underground Space, v. 3, n. 2 (Juni 2018).
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