Lianjin Tao
- (2025): Construction techniques and support effect of large-diameter pipe roof for ultra-shallow buried subway station. Dans: KSCE Journal of Civil Engineering, v. 29, n. 2 (février 2025).
- (2024): Response and seismic resilience of metro tunnels under normal fault dislocation evaluated based on the quantitative method of concrete damage state. Dans: Structures, v. 70 (décembre 2024).
- (2023): Response and failure mechanism of utility tunnel with flexible joints under reverse fault: An experimental, numerical, and analytical investigation. Dans: Earthquake Spectra, v. 39, n. 1 (23 janvier 2023).
- (2024): Analytical solution for deep non-circular tunnels considering slippage effects under far-field seismic SV waves. Dans: Tunnelling and Underground Space Technology, v. 144 (février 2024).
- (2023): A New Analytical Model for Trapdoor Tests Considering Effect of Incomplete Soil Arching and Principal Stress Deflection. Dans: International Journal of Geomechanics, v. 23, n. 11 (novembre 2023).
- (2024): Analytical model of vertical load acting on jacked pipe considering soil arching effect in cohesionless soil. Dans: Underground Space, v. 14 (février 2024).
- (2023): Study on seismic response characteristics and failure mechanism of giant-span flat cavern. Dans: Tunnelling and Underground Space Technology, v. 140 (octobre 2023).
- (2023): Construction techniques and mechanical behavior of newly-built large-span tunnel ultra-short distance up-crossing the existing shield tunnel with oblique angle. Dans: Tunnelling and Underground Space Technology, v. 138 (août 2023).
- (2023): Research on seismic analysis methods of large and complex underground pipe structures in hard rock sites. Dans: Tunnelling and Underground Space Technology, v. 135 (mai 2023).
- (2022): Research on influence of anchor cable failure on slope dynamic response. Dans: Soil Dynamics and Earthquake Engineering, v. 161 (octobre 2022).
- (2022): Analysis on the Dynamic Characteristics of Cross-Tunnel Structures under Wheel-Rail Impact Forces. Dans: KSCE Journal of Civil Engineering, v. 26, n. 9 (1 août 2022).
- (2022): An analytical model for face stability of shield tunnel in dry cohesionless soils with different buried depth. Dans: Computers and Geotechnics, v. 142 (février 2022).
- (2022): A study on bearing characteristic and failure mechanism of thin-walled structure of a prefabricated subway station. Dans: Frontiers of Structural and Civil Engineering, v. 16, n. 3 (mars 2022).
- (2022): Shaking table test of the effect of an enclosure structure on the seismic performance of a prefabricated subway station. Dans: Tunnelling and Underground Space Technology, v. 125 (juillet 2022).
- (2021): Three-dimensional seismic performance analysis of large and complex underground pipe trench structure. Dans: Soil Dynamics and Earthquake Engineering, v. 150 (novembre 2021).
- (2021): A shaking table-based experimental study of seismic response of shield-enlarge-dig type's underground subway station in liquefiable ground. Dans: Soil Dynamics and Earthquake Engineering, v. 147 (août 2021).
- (2019): Three-dimensional dynamic response analysis of a single-ring structure in a prefabricated subway station. Dans: Sustainable Cities and Society, v. 45 (février 2019).
- (2020): Comparative study of the seismic performance of prefabricated and cast-in-place subway station structures by shaking table test. Dans: Tunnelling and Underground Space Technology, v. 105 (novembre 2020).
- (2019): Shaking table test on seismic response characteristics of prefabricated subway station structure. Dans: Tunnelling and Underground Space Technology, v. 91 (septembre 2019).
- (2015): 3-D shell analysis of structure in portal section of mountain tunnel under seismic SH wave action. Dans: Tunnelling and Underground Space Technology, v. 46 (février 2015).
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