Fanyan Meng
- (2023): Evolution of the Soil Arching Effect in a Pile-Supported Embankment Considering the Influence of Particle Breakage. In: International Journal of Geomechanics, v. 23, n. 7 (July 2023).
- (2021): Influence of seepage and tunnel face opening on face support pressure of EPB shield. In: Computers and Geotechnics, v. 135 (July 2021).
- (2020): A simplified method for estimating the longitudinal and circumferential behaviors of the shield-driven tunnel adjacent to a braced excavation. In: Computers and Geotechnics, v. 123 (July 2020).
- (2021): Centrifuge modeling of effectiveness of protective measures on existing tunnel subjected to nearby excavation. In: Tunnelling and Underground Space Technology, v. 112 (June 2021).
- (2021): Face stability of slurry-driven shield with permeable filter cake. In: Tunnelling and Underground Space Technology, v. 111 (May 2021).
- (2021): General solutions for the longitudinal deformation of shield tunnels with multiple discontinuities in strata. In: Tunnelling and Underground Space Technology, v. 107 (January 2021).
- (2020): Experimental study on the stability of foam-conditioned sand under pressure in the EPBM chamber. In: Tunnelling and Underground Space Technology, v. 106 (December 2020).
- (2016): Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils. In: Tunnelling and Underground Space Technology, v. 58 (September 2016).
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