44 results on '"Zheng, Xiangcou"'
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2. Calculation of foam injection ratio and regulation method of muck compressibility under shield soil chamber pressure conditions
3. Multi-output prediction for TBM operation parameters based on stacking ensemble algorithm
4. A 3D coupled Material Point Method study on hydro-mechanical collapse mechanism of the tunnel face in shields with a partially filled chamber
5. Hydrogeological analysis and remediation strategies for water inrush hazards in highway karst tunnels
6. Dynamic collapse characteristics of the tunnel face induced by the shutdown of earth pressure balance shields (EPB): A 3D material point method study
7. Material point method simulation of hydro-mechanical behaviour in two-phase porous geomaterials: A state-of-the-art review
8. Application of geopolymer in synchronous grouting for reusing of the shield muck in silty clay layer
9. A novel water-swelling grouting material formulation and its performance for water rushing in karst strata
10. A fully coupled dynamic water-mooring line system: Numerical implementation and applications
11. Towards an error indicator-based [formula omitted]-adaptive refinement scheme in kinematic upper-bound limit analysis with the presence of seepage forces
12. Real-time laser scanning for conditioned coarse-grained soil monitoring on conveyor belt in earth pressure balance shield
13. Experimental study on workability and permeability of sandy soils conditioned with thickened foam
14. Effect of water head on the permeability of foam-conditioned sands: Experimental and analytical investigation
15. Effect of Particle Size Distributions (PSDs) on ground responses induced by tunnelling in dense coarse-grained soils: A DEM investigation
16. A material point/finite volume method for coupled shallow water flows and large dynamic deformations in seabeds
17. An improved semi-implicit material point method for simulating large deformation problems in saturated geomaterials
18. Unlined Length Effect on the Tunnel Face Stability and Collapse Mechanisms in c-ϕ Soils: A Numerical Study with Advanced Mesh Adaptive Strategies
19. Fully implicit, stabilised, three-field material point method for dynamic coupled problems
20. A Unified Analytical Model for Undrained Compressibility Behavior of Foam-Conditioned Coarse-Grained Soils Based on Effective Stress Analysis
21. An efficient and synchronous mesh refining–coarsening strategy in kinematic upper-bound limit analysis
22. Fully implicit, stabilised MPM simulation of large-deformation problems in two-phase elastoplastic geomaterials
23. Development of a Robust Coupled Material Point Method
24. Towards an error indicator-based h-adaptive refinement scheme in kinematic upper-bound limit analysis with the presence of seepage forces
25. An explicit stabilised material point method for coupled hydromechanical problems in two-phase porous media
26. Stability and Failure Mechanism of the Tunnel Face in Nonhomogeneous Clay with Longitudinal Slopes: A Kinematic Limit Analysis.
27. Effect of water pressure on permeability of foam-conditioned sands for EPB shield tunneling.
28. Effect of water pressure on permeability of foam-conditioned sands for EPB shield tunnelling
29. Development of a Robust Coupled Material Point Method
30. Upper Bound Analysis of the Effect of Footing Roughness on Nγ and the Failure Mechanism of a Strip Footing
31. Upper bound analysis of stability of dual circular tunnels subjected to surcharge loading in cohesive-frictional soils
32. Development of a Novel External Load-Controlled Permeameter for Foam-Conditioned Sands
33. Development of a Novel External Load-Controlled Permeameter for Sand-Foam Mixtures
34. Stability analysis of unlined elliptical tunnel using finite element upper-bound method with rigid translatory moving elements
35. Stability analysis of a deep buried elliptical tunnel in cohesive-frictional (c-[phi]) soils with a nonassociated flow rule
36. Analysis of an elliptical tunnel affected by surcharge loading
37. Performance of a Deep Excavation Irregular Supporting Structure Subjected to Asymmetric Loading
38. Upper Bound Analysis of the Effect of Footing Roughness on Nγ and the Failure Mechanism of a Strip Footing
39. Upper-bound stability analysis of dual unlined elliptical tunnels in cohesive-frictional soils
40. Stability analysis of a deep buried elliptical tunnel in cohesive–frictional (c–ϕ) soils with a nonassociated flow rule
41. Upper-Bound Solution for Stability Number of Elliptical Tunnel in Cohesionless Soils
42. Upper Bound Analysis of the Effect of Footing Roughness on Nγand the Failure Mechanism of a Strip Footing
43. Stability analysis of a deep buried elliptical tunnel in cohesive-frictional ( c-) soils with a nonassociated flow rule.
44. Dynamic collapse characteristics of the tunnel face induced by the shutdown of earth pressure balance shields (EPB): A 3D material point method study
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