135 results on '"Lei, Huayang"'
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2. Ground movement and settlement prediction induced by double-track curvature shield tunneling
3. Confinement effect of geocell on the mechanical characteristics of reinforced sand subgrade
4. Ground settlement and tunnel response due to twin-curved shield tunnelling in soft ground with small clear distance
5. A nonlinear dynamic constitutive model of cohesive soil-captured cyclic strain softening characteristics
6. Influence of Foundation Pit Groups’ Excavation on the Deformation Characteristics of Adjacent Railway Subgrade and Protection Measures
7. FEM and Experimental Analysis of Lunar Soil Excavation Test
8. Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation
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. Macroscopic and microscopic investigation of the structural characteristics of artificially structured marine clay
19. Ground movement induced by triple stacked tunneling with different construction sequences
20. Assessing the deformation response of double-track overlapped tunnels using numerical simulation and field monitoring
21. A settlement prediction model considering tidal loading and traffic loading of soft soil subgrade
22. Analysis of ground deformation development and settlement prediction by air-boosted vacuum preloading
23. Investigation on the macro- and microdeformation characteristics of silty clay under different shield construction stress paths
24. An empirical model for predicting pore pressure development in artificial freeze-thaw soft clay under cyclic loading
25. Effects of acidity and magnesium ions on the self-weight consolidation settlement of Tianjin dredged fill
26. Influencing factors and control measures of excavation on adjacent bridge foundation based on analytic hierarchy process and finite element method
27. Design and test verification of a cylindrical 3D laminar shear soil container for use on shaking tables
28. Stability analysis of slope reinforced by double-row stabilizing piles with different locations
29. Model test and discrete element method simulation of shield tunneling face stability in transparent clay
30. Dredged Clay Treatment Consolidation Theory by Air-Booster Vacuum Preloading.
31. Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study.
32. Impact of environmental acidity on the geomechanical and mineralogical behavior of marine clay
33. Effects of chemical conditions on the engineering properties and microscopic characteristics of Tianjin dredged fill
34. Deformation and fabric of soft marine clay at various cyclic load stages
35. Deformation of Tianjin soft clay and corresponding micromechanism under cyclic loading
36. Ultra-soft Ground Improvement Using Air-Booster Vacuum Preloading Method: Laboratory Model Test Study
37. Numerical Study of the Effect of Clay Structure on Piezocone Penetration Test Results
38. Accumulative plastic strain behaviors and microscopic structural characters of artificially freeze-thaw soft clay under dynamic cyclic loading
39. The effects of the depositional environment and post-depositional processes on the engineering properties of Quaternary clays in the Saga Plain
40. Experimental verification on analytical models of lunar excavation
41. Reinforcement treatment of dredging sludge using a novel method of electro-osmosis vacuum preloading.
42. Reinforcement Effect of the Stepped-Alternating Vacuum Preloading Method on Dredged Fills.
43. Investigation of gravity effect on penetration resistance in Tongji-1 lunar regolith simulant by centrifuge tests
44. Laboratory model study of newly deposited dredger fills using improved multiple-vacuum preloading technique
45. Long-term deformation and damage analysis of marine clay around seawalls under coupled dynamic-seepage loading.
46. Consolidation effect of prefabricated radiant drain vacuum preloading technology: A physical model case study.
47. Laboratory Studies on the Influence of Freezing Methodology on the Shear Strength Behavior of Artificially Frozen Clays.
48. Application and design method of dredging sludge ground treated via prefabricated radiant drain vacuum preloading.
49. Compression characteristics of ultra-soft clays subjected to simulated staged preloading
50. Ground Improvement of Dredged Fills with Two Improved Vacuum Preloading Methods: Case Study.
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