129 results on '"Lei, Huayang"'
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2. Seismic Response Analysis of Shield Tunnels Under Non-uniform Excitation in Soft Soil Areas
3. Ground movement and settlement prediction induced by double-track curvature shield tunneling
4. Confinement effect of geocell on the mechanical characteristics of reinforced sand subgrade
5. Ground settlement and tunnel response due to twin-curved shield tunnelling in soft ground with small clear distance
6. A nonlinear dynamic constitutive model of cohesive soil-captured cyclic strain softening characteristics
7. Influence of Foundation Pit Groups’ Excavation on the Deformation Characteristics of Adjacent Railway Subgrade and Protection Measures
8. FEM and Experimental Analysis of Lunar Soil Excavation Test
9. Active stability of the shield tunneling face crossing an adjacent existing tunnel: transparent clay model test and DEM simulation
10. Ground deformation behaviour induced by overlapped shield tunnelling considering vibration loads of subway train in sand
11. Relating twin-tunnelling-induced settlement to changes in the stiffness of soil
12. Generalized model for predicting the thermal conductivity of fine-grained soils
13. The development of sand erosion induced by shield-tunnel joint leakage
14. Geotechnical properties of the South China Sea soft soil: a comparative study with the soils from Bohai Sea and Yellow Sea
15. Load-transfer-associated settlements of a piled building during shield tunnelling in soft ground
16. Application of an integrated nonuniform seismic random excitation method in tunnel engineering in soft soil areas
17. Reinforcement effect and mechanism analysis of dredged sludge treated by alternating prefabricated radiant drain vacuum preloading method
18. Dredged Clay Treatment Consolidation Theory by Air-Booster Vacuum Preloading
19. Macroscopic and microscopic investigation of the structural characteristics of artificially structured marine clay
20. Ground movement induced by triple stacked tunneling with different construction sequences
21. Assessing the deformation response of double-track overlapped tunnels using numerical simulation and field monitoring
22. A settlement prediction model considering tidal loading and traffic loading of soft soil subgrade
23. Analysis of ground deformation development and settlement prediction by air-boosted vacuum preloading
24. Investigation on the macro- and microdeformation characteristics of silty clay under different shield construction stress paths
25. An empirical model for predicting pore pressure development in artificial freeze-thaw soft clay under cyclic loading
26. Reinforcement Effect of the Stepped-Alternating Vacuum Preloading Method on Dredged Fills
27. Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study.
28. Impact of environmental acidity on the geomechanical and mineralogical behavior of marine clay
29. Geostress-associated settlements of a raft-foundation building due to shield tunnelling in soft ground
30. Ultra-soft Ground Improvement Using Air-Booster Vacuum Preloading Method: Laboratory Model Test Study
31. Numerical Study of the Effect of Clay Structure on Piezocone Penetration Test Results
32. Reinforcement treatment of dredging sludge using a novel method of electro-osmosis vacuum preloading.
33. Laboratory Studies on the Influence of Freezing Methodology on the Shear Strength Behavior of Artificially Frozen Clays
34. A settlement prediction model for shallow dredger fill improved by vacuum preloading
35. Long-term deformation and damage analysis of marine clay around seawalls under coupled dynamic-seepage loading.
36. Consolidation effect of prefabricated radiant drain vacuum preloading technology: A physical model case study.
37. Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study
38. A Nonlinear Dynamic Constitutive Model of Cohesive Soil-Captured Cyclic Strain Softening Characteristics
39. Softening and deformation characteristics of Tianjin soft soil under principal stress rotation induced by traffic loading
40. Active stability of the shield tunneling face crossing an adjacent existing tunnel: transparent clay model test and DEM simulation
41. Ground Improvement of Dredged Fills with Two Improved Vacuum Preloading Methods: Case Study
42. Long-term deformation and damage analysis of marine clay around seawalls under coupled dynamic-seepage loading
43. A novel sequential excavation method for constructing large-cross-section tunnels in soft ground: Practice and theory
44. Consolidation effect of prefabricated radiant drain vacuum preloading technology: A physical model case study
45. Simplified Method for Calculating Consolidation Degree of Deep Mixed Column–Improved Soft Soils
46. Ground Movement and Existing Tunnel Deformation Induced by Overlapped Tunneling
47. Application and design method of dredging sludge ground treated via prefabricated radiant drain vacuum preloading.
48. Application and design method of dredging sludge ground treated via prefabricated radiant drain vacuum preloading
49. Deformational properties of Tianjin soft clay under different cyclic loading modes
50. Changes in the Permeability and Permeability Anisotropy of Reconstituted Clays under One-Dimensional Compression and the Corresponding Micromechanisms
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