90 results on '"Lei, Huayang"'
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2. Ground movement and settlement prediction induced by double-track curvature shield tunneling
3. Reinforcement Effect of the Stepped-Alternating Vacuum Preloading Method on Dredged Fills
4. Geostress-associated settlements of a raft-foundation building due to shield tunnelling in soft ground
5. Reinforcement effect and mechanism analysis of dredged sludge treated by alternating prefabricated radiant drain vacuum preloading method
6. Generalized model for predicting the thermal conductivity of fine-grained soils
7. Laboratory Studies on the Influence of Freezing Methodology on the Shear Strength Behavior of Artificially Frozen Clays
8. FEM and Experimental Analysis of Lunar Soil Excavation Test
9. Influence of Foundation Pit Groups’ Excavation on the Deformation Characteristics of Adjacent Railway Subgrade and Protection Measures
10. A settlement prediction model for shallow dredger fill improved by vacuum preloading
11. Geotechnical properties of the South China Sea soft soil: a comparative study with the soils from Bohai Sea and Yellow Sea
12. Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study
13. Load-transfer-associated settlements of a piled building during shield tunnelling in soft ground
14. A Nonlinear Dynamic Constitutive Model of Cohesive Soil-Captured Cyclic Strain Softening Characteristics
15. Softening and deformation characteristics of Tianjin soft soil under principal stress rotation induced by traffic loading
16. Application of an integrated nonuniform seismic random excitation method in tunnel engineering in soft soil areas
17. The development of sand erosion induced by shield-tunnel joint leakage
18. Active stability of the shield tunneling face crossing an adjacent existing tunnel: transparent clay model test and DEM simulation
19. Macroscopic and microscopic investigation of the structural characteristics of artificially structured marine clay
20. Ground Improvement of Dredged Fills with Two Improved Vacuum Preloading Methods: Case Study
21. Long-term deformation and damage analysis of marine clay around seawalls under coupled dynamic-seepage loading
22. A novel sequential excavation method for constructing large-cross-section tunnels in soft ground: Practice and theory
23. Ground movement induced by triple stacked tunneling with different construction sequences
24. Consolidation effect of prefabricated radiant drain vacuum preloading technology: A physical model case study
25. Simplified Method for Calculating Consolidation Degree of Deep Mixed Column–Improved Soft Soils
26. Ground Movement and Existing Tunnel Deformation Induced by Overlapped Tunneling
27. Application and design method of dredging sludge ground treated via prefabricated radiant drain vacuum preloading
28. Assessing the deformation response of double-track overlapped tunnels using numerical simulation and field monitoring
29. A settlement prediction model considering tidal loading and traffic loading of soft soil subgrade
30. Analysis of ground deformation development and settlement prediction by air-boosted vacuum preloading
31. Deformational properties of Tianjin soft clay under different cyclic loading modes
32. Changes in the Permeability and Permeability Anisotropy of Reconstituted Clays under One-Dimensional Compression and the Corresponding Micromechanisms
33. Impact of environmental acidity on the geomechanical and mineralogical behavior of marine clay
34. An empirical model for predicting pore pressure development in artificial freeze-thaw soft clay under cyclic loading
35. Numerical Study of the Effect of Clay Structure on Piezocone Penetration Test Results
36. Ultra-soft Ground Improvement Using Air-Booster Vacuum Preloading Method: Laboratory Model Test Study
37. The reinforcement analysis of soft ground treated by thermal consolidation vacuum preloading
38. Investigation on the macro- and microdeformation characteristics of silty clay under different shield construction stress paths
39. Experimental Investigation of Influence of Air-Boost Pressure and Duration on Air-Boost Vacuum Preloading Consolidation
40. Influencing factors and control measures of excavation on adjacent bridge foundation based on analytic hierarchy process and finite element method
41. Effects of acidity and magnesium ions on the self-weight consolidation settlement of Tianjin dredged fill
42. Model test and discrete element method simulation of shield tunneling face stability in transparent clay
43. Stability analysis of slope reinforced by double-row stabilizing piles with different locations
44. Softening and Deformation Characteristics of Tianjin Soft Soil Under Principal Stress Rotation Induced by Traffic Loading
45. Design and test verification of a cylindrical 3D laminar shear soil container for use on shaking tables
46. Deformation of Tianjin soft clay and corresponding micromechanism under cyclic loading
47. A simple elastoplastic dynamic constitutive model of saturated structural soft clay
48. Cyclic Behavior of Tianjin Soft Clay under Intermittent Combined-Frequency Cyclic Loading
49. Compressibility and Microstructure Evolution of Different Reconstituted Clays during 1D Compression
50. Geotechnical behavior of soft dredger fill and deep sea soft clay
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