Xiao Cheng
- (2024): Material-specific coefficients C1 and C2 in Williams-Landel-Ferry equations and phase transition behaviors of asphalt binder reinforced by various basalt fibers. In: Case Studies in Construction Materials, v. 21 (Dezember 2024).
- (2024): Stability analysis of a 3D shallow tunnel face considering the inclined excavation and inclined ground surface. In: Computers and Geotechnics, v. 165 (Januar 2024).
- (2023): Silane coupling agent impact on surface features of modification of basalt fibers and the rheological properties of basalt fiber reinforced asphalt. In: Construction and Building Materials, v. 366 (Februar 2023).
- (2022): Dynamic simulation of the water inrush process in tunnel construction using a three-dimensional coupled discontinuous deformation analysis and smoothed particle hydrodynamics method. In: Tunnelling and Underground Space Technology, v. 127 (September 2022).
- (2017): Three-dimensional stability analysis of a longitudinally inclined shallow tunnel face. In: Computers and Geotechnics, v. 87 (Juli 2017).
- (2020): Upper-bound limit analysis of passive failure of a 3D shallow tunnel face under the bidirectional inclined ground surfaces. In: Computers and Geotechnics, v. 118 (Februar 2020).
- (2022): Upper-Bound Limit Analysis of Rock Slope Stability with Tensile Strength Cutoff Based on the Optimization Strategy of Dividing the Tension Zone and Shear Zone. In: International Journal of Geomechanics, v. 22, n. 5 (Mai 2022).
- (2020): Experimental and field study on treatment waste mud by in situ solidification. In: Proceedings of the Institution of Civil Engineers - Municipal Engineer, v. 173, n. 4 (Dezember 2020).
- (2022): Settlement mechanism and improvement of thick silty sand layer overlying mud foundation. In: Geotechnical Research, v. 9, n. 1 (März 2022).
- (2020): Active Stability Analysis of 3D Shallow Tunnel Face with Longitudinally Inclined Ground Surface Based on Nonlinear Mohr–Coulomb Failure Criterion. In: International Journal of Geomechanics, v. 20, n. 11 (November 2020).
- (2017): Effect of the vertical earthquake component on permanent seismic displacement of soil slopes based on the nonlinear Mohr–Coulomb failure criterion. In: Soils and Foundations, v. 57, n. 2 (April 2017).
- (2017): Seismic displacement along a log-spiral failure surface with crack using rock Hoek–Brown failure criterion. In: Soil Dynamics and Earthquake Engineering, v. 99 (August 2017).
- (2019): Dimensionless Parameter Diagrams for the Active and Passive Stability of a Shallow 3D Tunnel Face. In: KSCE Journal of Civil Engineering, v. 23, n. 2 (Januar 2019).
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