Xiao Cheng
- 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 (December 2024). (2024):
- Stability analysis of a 3D shallow tunnel face considering the inclined excavation and inclined ground surface. In: Computers and Geotechnics, v. 165 (January 2024). (2024):
- 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 (February 2023). (2023):
- 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). (2022):
- Three-dimensional stability analysis of a longitudinally inclined shallow tunnel face. In: Computers and Geotechnics, v. 87 (July 2017). (2017):
- 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 (February 2020). (2020):
- 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 (May 2022). (2022):
- 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 (December 2020). (2020):
- Settlement mechanism and improvement of thick silty sand layer overlying mud foundation. In: Geotechnical Research, v. 9, n. 1 (March 2022). (2022):
- 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). (2020):
- 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). (2017):
- 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 (January 2019). (2019):